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HomeMy WebLinkAboutHydrology(Jul.20,1998) � . . '/ � ✓ , D J �- �/ . _ . �� V � � - �-- i c�pt� �� � **************************************************************************** RATIONAL METHOD HYDR�OLOGY COMPUTER PROG�RAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANTJAL (c) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 1.5A Release Date: Ol/Ol/96 License ID 1264 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 27555 YNEZ ROAD SUITE 400 TEMECULA, CA 92591-4679 (909) 676-8042 (909) 676-7240 ---------------------------------------------------------------------------- FILE NAME: 230-10.DAT TIME/DATE OF STUDY: 13:38 7/20/1998 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -------------------------=-------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _.95 10-YEAR STORM 10-MINUTE.INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 -. 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) _.8888 " SLOPE OF INTENSITY DURATION CURVE _.5506 RCFC&WCD HYDROLOGY MANTJAL "C"-VALUES USED NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES . i **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ----=----------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ------------------------------ ASSUMED INITIAL SUBAREA UNIFORM , ' DEVELOPMENT IS SINGLE FAMILY(1-ACRE LOTS) TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 480.00 UPSTREAM ELEVATION = 1120.00 DOWNSTREAM ELEVATION = 1096.30 ELEVATION DIFFERENCE = 23.70 TC = .469*[( 480.00**3)/( 23.70)]**.2 = 10.122 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.368 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1-ACRE LOT) RUNOFF COEFFICIENT = .6792 SUBAREA RUNOFF(CFS) = 5.63 TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) = 5.63 I k � c** � t* � c � c � c � c � c � r**ic �t�F**�t�cic**�F***�c*�F*�t*ic�t**�r***�F�F*icic*�t�F*�tic*******�c�t**ic*�t****�r*�F�k* FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 3 ----=---------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.8 UPSTREAM NODE ELEVATION = 1092.30 DOWNSTREAM NODE ELEVATION = 1091.45 FLOWLENGTH(FEET) = 84.44 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NtJMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 5.63 TRAVEL TIME(MIN.) _ .24 TC(MIN.) = 10.36 �- _********************************************�****************************** FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 8 -----------------------------------------------------------------------=--- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------=-------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.337 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8721 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) _ .82 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 6.44 TC(MIN) = 10.36 k********�c�k****�Y**�c**ir*�k*�r*�ic**�ciricic*iciciriric�Y*icic*�Yic*�t*�k****�t*ic*�t�c�c�tic�c�cic�c�t�t�t**ic�k�c FLOW PROCESS FROM NODE 102.00 TO NODE 102.10 IS CODE _' 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) «,«< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.1 UPSTREAM NODE ELEVATION = 1091.45 DOWNSTREAM NODE ELEVATION = 1090.64 FLOWLENGTH(FEET) = 81.24 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 6.44 TRAVEL TIME(MIN.) _ .22 TC(MIN.) = 10.58 *******************************************************************,********* FLOW PROCESS FROM NODE 102.10 TO NODE 102.10 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.310 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8719 SUBAREA AREA(ACRES) _ .70 SUBAREA RUNOFF(CFS) = 1.41 TOTAL AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 7.85 TC(MIN) = 10.58 **************************************************************************** FLOW PROCESS FROM NODE 102.10 TO NODE 103.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.4 UPSTREAM NODE ELEVATION = 1090.64 DOWNSTREAM NODE ELEVATION = 1089.12 FLOWLENGTH(FEET) = 152.15 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 7.85 TRAVEL TIME(MIN.) _ .40 TC(MIN.) = 10.98 k**********************************#*******#******************************** FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.264 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8715 SUBAREA AREA(ACRES) _ .40 SUBAREA RLTNOFF(CFS) _ .79 TOTAL AREA(ACRES) = 5.00 TOTAL RUNOFF(CFS) = 8.64 TC(MIN) = 10.98 **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.5 UPSTREAM NODE ELEVATION = 1089.12 DOWNSTREAM NODE ELEVATION = 1087.82 FLOWLENGTH(FEET) = 131.39 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 8.64 TRAVEL TIME(MIN.) _ .34 TC(MIN.) = 11.32 **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = S ---------------------------------------------------------------------------- � »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENS.ITY(INCH/HOUR) = 2.226 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1-ACRE LOT)" RUNOFF COEFFICIENT = .6696 SUBAREA AREA(ACRES) = 4.50 SUBAREA RUNOFF(CFS) = 6.71 TOTAL AREA(ACRES) = 9.50 TOTAL RUNOFF(CFS) = 15.35 TC(MIN) = 11.32 **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.226 SOI� CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF.COEFFICIENT = .8712 SUBAR.EA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) _ .78 TOTAL AREA(ACRES) = 9.90 TOTAL RUNOFF(CFS) = 16.13 TC(MIN) = 11.32 **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.2 INCHES RIPEFLOW VELOCITY(FEET/SEC.) = 7.7 UPSTREAM NODE ELEVATION = 1087.82 DOWNSTREAM NODE ELEVATION = 1086.31 FLOWLENGTH(FEET) = 150.47 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NLTMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 16.13 TR.AVEL TIME(MIN.) _ .33 TC(MIN.) = 11.65 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.192 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8709 SUBAREA AREA(ACRES) _ .SO SUBAREA RUNOFF(CFS) = 1.53 TOTAL AREA(ACRES) = 10.70 TOTAL RtTNOFF(CFS) = 17.65 TC(MIN) = 11.65 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 3 -------=----------------------------------------=--------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.2 INCHES PIPEFLOW VELOCITY(F'EET/SEC.) = 7.8. UPSTREAM NODE ELEVATION = 1086.31 DOWNSTREAM NODE ELEVATION = 1085.33 FLOWLENGTH(FEET) = 98.01 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 17:65 TRAVEL TIME(MIN.) _ .21 TC(MIN.) = 11.86 **************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.170 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8707 SUBI�REA AREA(ACRES) _ .30 SUBAREA RUNOFF(CFS) _ .57 TOTAL AREA(ACRES) = 11.00 TOTAL RUNOFF(CFS) = 18.22 TC (MIN) = 11 . 86 :*************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE _. 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.8 UPSTREAM NODE ELEVATION = 1085.33 DOWNSTREAM NODE ELEVATION = 1084.92 FLOWLENGTH(FEET) = 41.48 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRiJ SUBA:REA ( CFS )= 18 . 22 TRAVEL TIME(MIN.) _ .09 TC(MIN.) = 11.95 r*************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.161 SOIL CLASSIFICATION IS "B" CONIMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8706 SUBAREA AREA(ACRES) _ .80 SUBAREA RUNOFF(CFS) = 1.51 TOTAL AREA(ACRES) = 11.80 TOTAL RUNOFF(CFS) = 19.73 TC(MIN) = 11.95 **************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.4 UPSTREAM NODE ELEVATION = 1084.92 ;DOWNSTREAM NOD'E ELEVATION = 1083.37. FLOWLENGTH(FEET) = 196.04 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 19.73 TRAVEL TIME(MIN.) _ .44 TC(MIN.) = 12.39 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.39 R.AINFALL INTENSITY(INCH/HR) = 2.12 TOTAL STREAM AREA(ACRES) = 11.80 PEA�C FLOW RATE(CFS) AT CONFLUENCE = 19.73 k********#*#***************************.************************************* FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< --------------------------------------------------------------------=------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY(1-ACRE LOTS) TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 50.00 _ UPSTREAM ELEVATION = 1105.40 DOWNSTREAM ELEVP;TION = 1096.69 ELEVATION DIFFERENCE = 8.71 TC = .469*[( 50.00**3)/( 8.71)]**.2 = 3.183 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 10 YEAR RAINFALL INTENSITY'(INCH/HOUR) = 3.491 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1-ACRE LOT) RLTNOFF COEFFICIENT = .7338 SUBAREA RUNOFF(CFS) _ .26 TOTAL AREA(ACRES) _ .10 TOTAL RUNOFF(CFS) _ .26 **************************************************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 115.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 8.000 DEPTH OF FLOW IN 8.0 INCH PIPE IS 2.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 2.6 UPSTREAM NODE ELEVATION = 1093.86 DOWNSTREAM NODE ELEVATION = 1093.21 FLOWLENGTH(FEET) = 130.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 8.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) _ .26 TRAVEL TIME(MIN.) _ .84 TC(MIN.) = 5.84 **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE = 8 --------------------=------�------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR R.AINFALL INTENSITY(INCH/HOUR) = 3.204 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8778 SUBAREA AREA(ACRES) _ .20 SUBAREA RUNOFF(CFS) _ .56 TOTAL AREA(ACRES) _ .30 TOTAL RUNOFF(CFS) _ .82 TC(MIN) = 5.84 **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 116.00 IS CODE = 3 -----------------=---------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< --------------------------------------------------------------------------=- ---------------------------------------------------------------------------- DEP'lH OF FLOW IN 9.0 INCH PIPE IS 4.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.4 UPSTREAM NODE ELEVATION = 1093.21 DOWNSTREAM NODE ELEVATION = 1092.98 FLOWLENGTH(FEET) = 47.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) _ .82 TRAVEL TIME(MIN.) _ .23 TC(MIN.) = 6.07 k�c**ic*�Ic*irir***�ric�rir�c********�tir�t�t*�k�F*�ric�lric***�c�rir*ir***ic*******�r�ric*�c�c*�c�F**'k****�c*�k FLOW PROCESS FROM NODE 116.00 TO NODE 116.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ----------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.137 SOIL CLASSIFICATION IS "B": COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8775 SUBAREA AREA(ACRES) _ .07 SUBAREA RUNOFF(CFS) _ .19 TOTAL AREA(ACRES) _ .37 TOTAL RUNOFF(CFS) = 1.01 TC (MIN) = 6 . 07 **************************************************************************** FLOW PROCESS FROM NODE 116.00 TO NODE 117.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.6 UPSTREAM NODE ELEVATION = 1092.98 DOWNSTREAM NODE ELEVATION = 1092.86 FLOWLENGTH(FEET) = 24.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NLTMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.01 TRAVEL TIME(MIN.) _ .11 TC(MIN.) = 6.18 � **************************************************************************** FLOW PROCESS FROM NODE 117.00 TO NODE 117.00 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.106 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8773 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .03 TOTAL AREA(ACRES) _ .38 TOTAL RUNOFF(CFS) = 1.04 TC (MIN) = 6 . 18 **************************************************************************** FLOW PROCESS FROM NODE 117.00 TO NODE 118.00 IS CODE = 3 ---------------------------=------------------------------------------------ » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------------- DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.6 UPSlREAM NODE ELEVATION = 1092.86 DOWNSTREAM NODE ELEVATION = 1092.71 FLOWLENGTH(FEET) = 30.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.04 TRAVEL TIME(MIN..) _ .14 TC(MIN.) = 6.32 �*************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 118.00 IS CODE = S -------------------=--------------------------=----------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.068 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8771 SUBAREA AREA(ACRES) _ .60 SUBAREA RUNOFF(CFS) = 1.61 TOTAL AREA(ACRES) _ .98 TOTAL RUNOFF(CFS) = 2.65 TC(MIN) = 6.32 **************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 118.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.068 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8771 SUBAREA AREA(ACRES) _ .14 SUBAREA RUNOFF(CFS) _ .38 TOTAL AREA(ACRES) = 1.12 TOTAL RUNOFF(CFS) = 3.03 TC (MIN) = 6 . 32 **************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 119.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< . » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.6 UPSTREAM NODE ELEVATION = 1092.71 DOWNSTREANi NODE ELEVATION = "1092.52 � FLOWLENGTH(FEET) = 38.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 3.03 TRAVEL TIME(MIN.) _ .14 TC(MIN.) = 6.46 **************************************************************************** FLOW PROCESS FROM NODE 119.00 TO NODE 119.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.032 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8769 SUBAREA AREA(ACRES) _ .02 SUBAREA RUNOFF(CFS) _ .05 TOTAL AREA(ACRES) = 1.14 TOTAL RUNOFF(CFS) = 3.08 TC (P�4IN) = 6 . 46 :*************************************************************************** FLOW PROCESS FROM NODE 119.00 TO NODE 120.00 IS CODE = 3 -----------------------------------------------------------------------.----- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 12,0 INCH PIPE IS 9.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.6 UPSTREAM NODE ELEVATION = 1092.52 DOWNSTREAM NODE ELEVATION = 1092.44 FLOWLENGTH(FEET) = 16.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = l PIPEFLOW THRU SUBAREA(CFS) = 3.08 TRAVEL TIME(MIN.) _ .06 TC(MIN.) = 6.52 �r*************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 8 ---------------------------------------------------------=------------------ »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.018 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8768 SUBAREA AREA(ACRES) _ .04 SUBAREA RUNOFF(CFS) _ .11 TOTAL AREA(ACRES) = 1.18 TOTAL RLTNOFF(CFS) = 3.19 TC(MIN) = 6.52 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.018 i SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8768 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .03 TOTAL AREA(ACRES) = 1.19 TOTAL RUNOFF(CFS) = 3.22 TC (MIN) = 6 . 52 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< ' » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------- - - DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.8 UPSTREAM NODE ELEVATION = 1092.44 DOWNSTREAM NODE ELEVATION = 1092.28 FLOWI,ENGTH(FEET) = 32.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 3.22 TRAVEL TIME(MIN.) _ .11 TC(MIN.) = 6.63 *******************************#*************#********#********************* FLOW PROCESS FROM NODE 121.00 TO NODE 121.00 IS CODE = 8 ------------------------------------------------------------.---------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< --------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.990 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8766 SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .08 TOTAL AREA(ACRES) = 1.22 TOTAL RUNOFF(CFS) = 3.29 TC(MIN) = 6.63 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 3 -------------------------------------------------------------=-------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.9 UPSTREAM NODE ELEVATION = 1092.28 DOWNSTREAM NODE ELEVATION = 1092.01 FLOWLENGTH(FEET) = 54.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 3.29 TRAVEL TIME(MIN.) _ .18 TC(MIN.) = 6.81 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.945 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8764 � SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .08 TOTAL AREA(ACRES) = 1.25 TOTAL RUNOFF(CFS) = 3.37 TC (MIN) = 6 . 81 ****************************************************�***:**************,****** FLOW PROCESS FROM NODE 122.00 TO NODE ' 123.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.9 UPSTREAM NODE ELEVATION = 1092.01 DOWNSTREAM NODE ELEVATION = 1091.64 FLOWLENGTH(FEET) = 75.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 3.37 TRAVEL TIME(MIN.) _ .26 TC(MIN.) = 7.07 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ----------------------------------------------- -- 10 YEAR R.AINFALL INTENSITY(INCH/HOUR) = 2.885 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8760 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.01 TOTAL AREA(ACRES) = 1.65 TOTAL RUNOFF(CFS) = 4.38 TC(MIN) = 7.07 �*************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.3 UPSTREAM NODE ELEVATION = 1091.64 DOWNSTREAM NODE ELEVATION = 1091.48 FLOWLENGTH(FEET) = 31.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.38 TRAVEL TIME(MIN.) _ .10 TC(MIN.) = 7.17 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.864 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8759 SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .08 TOTAL AREA(ACRES) = 1.68 TOTAL RUNOFF(CFS) = 4.46 - TC(MIN) = 7.17 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 125.00 IS CODE = 3 --------------------=------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRLT SUBAREA« «< ' » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 1091.48 DOWNSTREAM NODE ELEVATION = 1091.32 FLOWLENGTH(FEET) = 32.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.46 TRAVEL TIME(MIN.) _ .10 TC(MIN.) = 7.27 **************************************************************************** FLOW PROCESS FROM NODE 125.00 TO NODE 125.00 IS CODE = 8 ------------------=--------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.841 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8758 SUBAREA AREA(ACRES) _ .O1 SUBAREA RUNOFF(CFS) _ .02 TOTAL AREA(ACRES) = 1.69 TOTAL RUNOFF(CFS) = 4.48 TC (MIN) = 7 . 27 �*************************************************************************** FLOW PROCESS FROM NODE 125.00 TO NODE 126.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.1 UPSTREAM NODE ELEVATION = 1091.32 DOWNSTREAM NODE ELEVATION = 1091.24 FLOWLENGTH(FEET) = 17.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.48 TRAVEL TIME(MIN.) _ .06 TC(MIN.) = 7.32 **************************************************************************** FLOW PROCESS FROM NODE 126.00 TO NODE 126.00 IS CODE = 8 , ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.829 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8757 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .02 TOTAL AREA(ACRES) = 1.70 TOTAL RLTNOFF(CFS) = 4.51 TC(MIN) = 7.32 **************************************************************************** FLOW PROCESS FROM NODE 126.00 TO NODE 127.00 IS CODE = 3 ----------------------------=----------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 1091.24 DOWNSTREAM NODE ELEVATION = 1091.16 FLOWLENGTH(FEET) = 16.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.51 TRAVEL TIME(MIN.) _ .05 TC(MIN.) = 7.38 **************************************************************************** FLOW.PROCESS FROM NODE 127.00 TO NODE 127.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.818 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8756 SUBAREA AREA(ACRES) _ .09 SUBAREA RUNOFF(CFS) _ .22 TOTAL AREA(ACRES) = 1.79 TOTAL RUNOFF(CFS) = 4.73 TC (MIN) = 7 . 3 8 t*************************************************************************** FLOW PROCESS FROM NODE 127.00 TO NODE 128.00 IS CODE = 3 --=------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<c«< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 1091.16 DOWNSTREAM NODE ELEVATION = 1090.86 FLOWLENGTH(FEET) = 61.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NLTMBER OF PIPES = 1 P.IPEFLOW THRU SUBAREA(CFS) = 4.73 TR.AVEL TIME (MIN. ) _ . 19 TC (MIN. ) = 7 . 57 **************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------------------------------------=-------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.778 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8754 SUBAREA AREA(ACRES) _ .22 SUBAREA RUNOFF(CFS) _ .54 TOTAL AREA(ACRES) = 2.01 TOTAL RUNOFF(CFS) = 5.26 TC(MIN) = 7.57 *******�******************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.778 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8754 SUBAREA AREA(ACRES) _ .10 SUBAREA RUNOFF(CFS) _ .24 TOTAL AREA(ACRES) = 2.11 TOTAL RUNOFF(CFS) = 5.51 TC(MIN) = 7.57 **************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.778 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8754 SUBAREA AREA(ACRES) _ .08 SUBAREA RUNOFF(CFS) _ .19 TOTAL AREA(ACRES) = 2.19 TOTAL RUNOFF(CFS) = 5.70 TC (�MIN) = 7 . 57 �*************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 129.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAR.EA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.4 UPSTREAM NODE ELEVATION = 1090.86 DOWNSTREAM NODE ELEVATION = 1090.68 FLOWLENGTH(FEET) = 35.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 5.70 TRAVEL TIME(MIN.) _ .11 TC(MIN.) = 7.68 **************************************************************************** FLOW PROCESS FROM NODE 129.00 TO NODE 129.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.757 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8752 SUBAREA AREA(ACRES) _ .14 SUBAREA RUNOFF(CFS) _ .34 TOTAL AREA(ACRES) = 2.33 TOTAL RUNOFF(CFS) = 6.04 TC(MIN) = 7.68 **************************************************************************** FLOW PROCESS FROM NODE 129.00 TO NODE 108.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 19.7 UPSTREAM NODE ELEVATION = 1090.68 DOWNSTREAM NODE ELEVATION = 1083.87 FLOWLENGTH(FEET) = 47.67 MANNING'S N = .010 . ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 � PIPEFLOW THRU SUBAREA(CFS) = 6.04 TRAVEL TIME(MIN.) _ .04 TC(MIN.) = 7.72 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.72 RAINFALL INTENSITY(INCH/HR) = 2.75 TOTAL STREAM AREA(ACRES) = 2.33 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.04 ** CONFLUENCE DATA ** STREAM RUNOFF TC INTENSITY AREA NUMBER (.CFS) (MIN.) (INCH/HOUR) (ACRE) 1 19.73 12.39 2.118 11.80 2 6.04 7.72 2.749 2.33 **************,r******** . ********** WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORMt7L;A OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMLTM VALUE OF PEAK FLOW. ************************************************************************** RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORM(7LA USED FOR. 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 18.33 7.72 2.749 2 24.38 12.39 2.118 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 24.38 Tc(MIN.) = 12.39 TOTAL AREA(ACRES) = 14.13 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.1 UPSTREAM NODE ELEVATION = 1083.37 DOWNSTREAM NODE ELEVATION = 1081.82 FLOWLENGTH(FEET) = 130.19 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 24.38 TRAVEL TIME(MIN.) _ .24 TC(MIN.) = 12.63 **************************************************************************** FLOW PROC$SS FROM NODE 109.00 TO NODE 109.00 IS CODE = 1 ------------------------------------------------------------=--------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.63 RAINFALL INTENSITY(INCH/HR) = 2.10 TOTAL STREAM AREA(ACRES) = 14.13 PEAK ELOW RATE(CFS) AT CONFLUENCE = 24.38 **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ----------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 725.00 UPSTREAM ELEVATION = 1096.25 DOWNSTREAM ELEVATION = 1092.17 ELEVATION DIFFERENCE = 4.08 TC = .303*[( 725.00**3)/( 4.08)]**.2 = 11.903 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.166 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8707 SUBAREA.RUNOFF(CFS) = 2.07 TOTAL AREA(ACRES) = 1.10 TOTAL RUNOFF(CFS) = 2.07 ***********************************************************************�**** FLOW PROCESS FROM NODE 111.00 TO NODE 109.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------------=-----------------=--------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.9 UPSTREAM NODE ELEVATION = 1087.84 DOWNSTREAM NODE ELEVATION = 1076.48 FLOWLENGTH(FEET) = 390.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 2.07 TRAVEL TIME(MIN.) _ .95 TC(MIN.) = 12.85 **************************************************************************** FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = l ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NiJMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 12.85 RAINFALL INTENSITY(INCH/HR) = 2.08 TOTAL STREAM AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) AT CONFLUENCE _� 2.07 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 24.38 12.63 2.096 14.13 2 2.07 12.85 2.076 1.10 *******************************,r*WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ************************************************************************** RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMiJLA USED FOR 2 STREAMS. ** �EAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 26.42 12.63 2.096_ 2 26.22 12.85 2.076 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 26.42 Tc(MIN.) = 12.63 TOTAL AREA(ACRES) = 15.23 k*�F�F�c**�t�r***�t******�c**�t**ic*�F*�t*�r�c***�F�c�F*�F�r�t*�c*�c�lc*�k*�c�ririr�c�c*ir*�cicic*�t***�t*�c�t**** FLOW PROCESS FROM NODE 109.00 TO NODE 109.10 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 12.2 UPSTREAM NODE ELEVATION = 1081.82 DOWNSTREAM NODE ELEVATION = 1081.25 FLOWLENGTH(FEET) = 23.00 MANNING'S N = .013 � ES,TIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 26.42 TRAVEL TIME(MIN.) _ .03 TC(MIN.) = 12.66 **************************************************************************** FLOW PROCESS FROM NODE 109.10 TO NODE 109.10 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ----------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.093 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8700 SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) = 2.55 TOTAL AREA(ACRES) = 16.63 TOTAL RLTNOFF(CFS) = 28.97 TC (MIN) = 12 . 66 � *****************************************************.*********************** FLOW PROCESS FROM NODE 109.10 TO NODE 109.20 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA«a« » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 12.4 UPSTREAM NODE ELEVATION = 1081.25 DOWNSTREAM NODE ELEVATION = 1077.38 FLOWLENGTH(FEET) = 155.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 2$.97 TRAVEL TIME(MIN.) _ .21 TC(MIN.) = 12.87 **************************************************************************** FLOW PROCESS FROM NODE 109.20 TO NODE 109.20 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.075 SOIL CLASSIFICATION IS "B" � . COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8698 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 2.35 TOTAL AREA(ACRES) = 17.93 TOTAL RUNOFF(CFS) = 31.31 TC(MIN) = 12.87 **************************************************************************** FLOW PROCESS FROM NODE 109.20 TO NODE 109.30 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 12.6 UPSTREAM NODE ELEVATION = 1077.38 DOWNSTREAM NODE ELEVATION = 1073.63 FLOWLENGTH(FEET) = 150.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 31.31 TR.AVEL TIME (MIN. ) _ . 20 TC (MIN. ) = 13 . 07 **************************************************************************** FLOW PROCESS FROM NODE 109.30 TO NODE 109.30 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.05'7 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8696 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 1.79 TOTAL AREA(ACRES) = 18.93 TOTAL RUNOFF(CFS) = 33.10 TC(MIN) = 13.07 **************************************************************************** FLOW PROCESS FROM NODE 109.30 TO NODE 109.40 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 18.7 UPSTREAM NODE ELEVATION = 1073.63 DOWNSTREAM NODE ELEVATION = 1071.26 FLOWLENGTH(FEET) = 35.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 33.10 TRAVEL TIME(MIN.) _ .03 TC(MIN.) = 13.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- END OF STUDY SUMNlARY: PEAK FLOW RATE(CFS) = 33.10 TC(MIN.) = 13.10 TOTAL AREA(ACRES) = 18.93 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS k*************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 1.5A Release Date: O1/O1/96 License ID 1264 Analysis prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 27555 YNEZ ROAD SUITE 400 TEMECULA, CA 92591-4679 (909) 676-8042 (909) 676-7240 ---------------------------------------------------------------------------- FILE NAME: 230-100.DAT TIME/DATE OF STUDY: 13:25 7/20/1998 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MININ![TM PIPE SIZE ( INCH) = S. 00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _.95 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5495536 COMPUTED R.AINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1.3000 SLOPE OF INTENSITY DURATION CURVE _.5496 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES **************************************************************************** FLOW PROCESS.FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 -------------------=-----------------------------=-------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ------------------------------------------------------ ASSUMED�INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY(1-ACRE LOTS) TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 480.00 UPSTREAM ELEVATION = 1120.00 DOWNSTREAM ELEVATION = 1096.30 ELEVATION DIFFERENCE = 23.70 TC = .469*[( 480.00**3)/( 23.70)]**.2 = 10.122 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.457 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1-ACRE LOT) RUNOFF COEFFICIENT = .7326 SUBAIZEA RUNOFF(CFS) = 8.86 TOTAL AREA(ACRES) = 3.50 TOTAL RUNOFF(CFS) = 8.86 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< --------------------------------------------------------.-------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.5 UPSTREAM NODE ELEVATION = 1092.30 DOWNSTREAM NODE ELEVATION = 1091.45 FLOWLENGTH(FEET) = 84.44 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 8.86 TRAVEL TIME(MIN.) _ .22 TC(MIN.) = 10.34 k******##********#**#**#*************************************************#*# FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.417 SOIL CLASSIFICATION IS "B" � COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8789 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.20 TOTAL AREA(ACRES) = 3.90 TOTAL RITNOFF(CFS) = 10.06 TC (MIN) = 10 . 34 **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 102.10 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 14.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.6 UPSTREAM NODE ELEVATION = 1091.45 DOWNSTREAM NODE ELEVATION = 1090.64 FLOWLENGTH(FEET) = 81.24 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 10.06 TRAVEL TIME(MIN.) _ .21 TC(MIN.) = 10.54 ******************.********************************************************** FLOW PROCESS FROM NODE 102.10 TO NODE 102.10 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.381 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF.COEFFICIENT = .8787 SUBAREA AREA(ACRES) _ .70 SUBAREA RUNOFF(CFS) = 2.08 TOTAL AREA(ACRES) = 4.60 TOTAL RUNOFF(CFS) = 12.14 TC(MIN) = 10.54 **************************************************************************** FLOW PROCESS FROM NODE 102.10 TO NODE 103.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------=--------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.1. UPSTREAM NODE ELEVATION = 1090.64 DOWNSTREAM NODE ELEVATION = 1089.12 FLOWLENGTH(FEET) = 152.15 MANNING'S N =. .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 12.14 TRAVEL TIME(MIN.) _ .36 TC(MIN.) = 10.90 �k***********##************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) _ �3.319 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8784 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.17 TOTAL AREA(ACRES) = 5.00 TOTAL RUNOFF(CFS) = 13.31 TC (MIN) = 10 . 90 **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.2 UPSTREAM NODE ELEVATION = 1089.12 DOWNSTREAM NODE ELEVATION = 1087.82 FLOWLENGTH(FEET) = 131.39 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 13.31 ' TRAVEL TIME(MIN.) _ .30 TC(MIN.) = 11.20 ************************************************************�r*************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 8 ---------------------------�--------------'----------------------------------- »»>ADDITION OF SUBAREA�TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.269 SOIL CLASSIFICATION IS "B" � SINGLE-FAMILY(1-ACRE LOT) RUNOFF COEFFICIENT = .7253 SUBAREA AREA(ACRES) = 4.50 SUBAREA RUNOFF(CFS) = 10.67 TOTAL AREA(ACRES) = 9.50 TOTAL RUNOFF(CFS) = 23.98 TC(MIN) = 11.20 **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.269 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8782. SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.15 TOTAL AREA(ACRES) = 9.90 TOTAL RUNOFF(CFS) = 25.13 TC(MIN) = 11.20 r*************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< -----------=------------------------------------=--------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 18.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 8.5 UPSTREAM NODE ELEVATION = 1087.82 DOWNSTREAM NODE ELEVATION = 1086.31 FLOWLENGTH(FEET) = 150.47 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 25.13 TRAVEL TIME(MIN.) _ .29 TC(MIN.) = 11.50 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.223 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8779 SUBAREA AREA(ACRES) _ .80 SUBAREA RUNOFF(CFS) = 2.26 TOTAL AREA(ACRES) = 10.70 TOTAL RUNOFF(CFS) = 27.39 TC(MIN) = 11.50 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CO�E = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 20.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 8.6i. ' UPSTREAM NODE ELEVATION = 1086.31 DOWNSTREAM NODE ELEVATION = 1085.33 FLOWLENGTH(FEET) = 98.01 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 27.39 TRAVEL TIME(MIN.) _ .19 TC(MIN.) = 11.69 **************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.194 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8778 SUBAREA AREA(ACRES) _ .30 SUBAREA RUNOFF(CFS) _ .84 TOTAL AREA(ACRES) = 11.00 TOTAL RUNOFF(CFS) = 28.23 TC(MIN) = 11.69 r*************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE = 3 ---------------------------------------------------------------=------------ » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------------------------------=--------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 20.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 8.6 UPSTREAM NODE ELEVATION = 1085.33 DOWNSTREAM NODE ELEVATION = 1084.92 FLOWLENGTH(FEET) = 41.48 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NiJMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 28.23 TRAVEL TIME(MIN.) _ .08 TC(MIN.) = 11.77 �*************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.182 SOIL CLASSIFICATION IS "B° COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8777 SUBAREA AREA(ACRES) _ .SO SUBAREA RUNOFF(CFS) = 2.23 TOTAL AREA(ACRES) = 11.80 TOTAL RUNOFF(CFS) = 30.47 TC(MIN) = 11.77 �*************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< ' » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 8.1 UPSTREAM NODE ELEVATION = 1084.92 DOWNSTREAM NODE ELEVATION = 1083.37, , ' FLOWLENGTH(FEET) = 196.04 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 30.47 TRAVEL TIME(MIN.) _ .40 TC(MIN.) = 12.17 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.17 RAINFALL INTENSITY(INCH/HR) = 3.12 TOTAL STREAM AREA(ACRES) = 11.80 PEAK FLOW RATE(CFS) AT CONFLUENCE = 30.47 k*****#**************#*************************************************#**** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY(1-ACRE LOTS) TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 50.00 UPSTREAM ELEVATION = 1105.40 DOWNSTREAM ELEVATION = 1096.69 ELEVATION DIFFERENCE = 8.71 TC = .469*[( 50.00**3)/( 8.71)]**.2 = 3.183 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.093 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1-ACRE LOT) RUNOFF COEFFICIENT = .7772 SUBAREA RUNOFF(CFS) _ .40 TOTAL AREA(ACRES) _ .10 TOTAL RUNOFF(CFS) _ .40 **************************************************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 115.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 8.000 DEPTH OF FLOW IN 8.0 INCH PIPE IS 3.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 2.9 UPSTREAM NODE ELEVATION = 1093.86 � DOWNSTREAM NODE ELEVATION = 1093.21 FLOWLENGTH(FEET) = 130.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 8.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) _ .40 ' TRAVEL TIME(MIN.) _ .76 TC(MIN.) = 5.76 **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE = S --------------------------------------------------------------�-------------' »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.714 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8836 SUBAREA AREA(ACRES) _ .20 SUBAREA RLTNOFF(CFS) _ .83 TOTAL AREA(ACRES) _ .30 TOTAL RUNOFF(CFS) = 1.23 TC(MIN) = 5.76 **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 116.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< ».»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.3 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.7 UPSTREAM NODE ELEVATION = 1093.21 DOWNSTREAM NODE ELEVATION = 1092.98 FLOWLENGTH(FEET) = 47.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.23 TRAVEL TIME(MIN.) _ .21 TC(MIN.) = 5.97 **************************************************************************** FLOW PROCESS FROM NODE 116.00 TO NODE 116.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.622 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8834 SUBAREA AREA(ACRES) _ .07 SUBAREA RUNOFF(CFS) _ .29 TOTAL AREA(ACRES) _ .37 TOTAL RUNOFF(CFS) = 1.51 TC(MIN) = 5.97 ***********************************************************�**************** FLOW PROCESS FROM NODE 116.00 TO NODE 117.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.0 UPSTREAM NODE ELEVATION = 1092.98 DOWNSTREAM NODE ELEVATION = 1092.86 FLOWLENGTH(FEET) = 24.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.51 TRAVEL TIME(MIN.) _ .10 TC(MIN.) = 6.07 **************************************************************************** FLOW PROCESS FROM NODE 117.00 TO NODE 117.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.580 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8832 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .04 TOTAL AREA(ACRES) _ .38 TOTAL RUNOFF(CFS) = 1.56 TC(MIN) = 6.07 **************************************************************************** FLOW PROCESS FROM NODE 117.00 TO NODE 118.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH.OF FLOW IN 12.0 INCH PIPE IS 5.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 4.0 UPSTREAM NODE ELEVATION = 1092.86 DOWNSTREAM NODE ELEVATION = 1092.71 FLOWLENGTH(FEET) = 30.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.56 TRAVEL TIME(MIN.) _ .12 TC(MIN.) = 6.19 **************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 118.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -----------------------------------------------------------=---------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.529 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8831 SUBAREA AREA(ACRES) _ :60 SUBAREA RUNOFF(CFS) = 2.40 TOTAL AREA(ACRES) _ .98 TOTAL RUNOFF(CFS) = 3.95 TC(MIN) = 6.19 **************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 118.00 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.529 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8831 SUBAREA AREA(ACRES) _ .14 SUBAREA RUNOFF(CFS) _ .56 TOTAL AREA(ACRES) = 1.12 TOTAL RUNOFF(CFS) = 4.51 TC (MIN) = 6 . 19 **************************************************************************** FLOW PROCESS FROM NODE 118.00 TO NODE 119.00 IS CODE = 3 ---------------------------------------------------------------------------- »y»COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.0 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 1092.71 •DOWNSTREAM NODE ELEVATION = 1092.52. FLOWLENGTH(FEET) = 38.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NLTMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.51 TRAVEL TIME(MIN.) _ .12 TC(MIN.) = 6.31 **************************************************************************** FLOW PROCESS FROM NODE 119.00 TO NODE 119.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.481 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8829 SUBAREA AREA(ACRES) _ .02 SUBAREA RUNOFF(CFS) _ .OS TOTAL AREA(ACRES) = 1.14 TOTAL RUNOFF(CFS) = 4.59 TC(MIN) = 6.31 :*************************************************************************** FLOW PROCESS FROM NODE 119.00 TO NODE 120.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------=------------------------------------------------------ ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.2 UPSTREAM NODE ELEVATION = 1092.52 DOWNSTREAM NODE ELEVATION = 1092.44 FLOWLENGTH(FEET) = 16.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW.THRU SUBAREA(CFS) = 4.59 TRAVEL TIME(MIN.) _ .05 TC(MIN.) = 6.36 �*************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 8 ---------=------------------------------------------------------------------ »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.461 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8829 SUBAREA AREA(ACRES) _ .04 SUBAREA RUNOFF(CFS) _ .16 TOTAL AREA(ACRES) = 1.18 TOTAL RUNOFF(CFS) = 4.75 TC(MIN) = 6.36 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.461 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8829 SUBAREA AREA(ACRES) _ .O1 SUBAREA RUNOFF(CFS) _ .04 TOTAL AREA(ACRES) = 1.19 TOTAL RUNOFF(CFS) = 4.79 TC(MIN) = 6.36 **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.3 UPSTREAM NODE ELEVATION = 1092.44 DOWNSTREAM NODE ELEVATION = 1092.28 FLOWLENGTH(FEET) = 32.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.79 TRAVEL TIME(MIN.) _ .10 TC(MIN.) = 6.46 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 121.00 IS CODE = S ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.423 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8828 SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .12 TOTAL AREA(ACRES) = 1.22 TOTAL RUNOFF(CFS) = 4.91 TC(MIN) = 6.46 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.6 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.3 UPSTREAM NODE ELEVATION = 1092.28 DOWNSTREAM NODE ELEVATION = 1092.01 FLOWLENGTH(FEET) = 54.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 4.91 TRAVEL TIME(MIN.) _ .17 TC(MIN.) = 6.63 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.360 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT'..RUNOFF COEFFICIENT = .8826 SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .12 TOTAL AREA(ACRES).= 1.25 TOTAL RUNOFF(CFS) = 5.02 TC(MIN) = 6.63 *******;***.****************************************************************** FLOW�PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.3 UPSTREAM NODE ELEVATION = 1092.01 DOWNSTREAM NODE ELEVATION = 1091.64 FLOWLENGTH(FEET) = 75.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 5.02 TRAVEL TIME(MIN.) _ .24 TC(MIN.) = 6.87 **************************************************************************** FLOW_.PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 8 ---=------------------------------------------------------------------------ »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------------------------------:--------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.277 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8823 SUBAREA AREA(ACRES) _ .40 SUBAREA RUNOFF(CFS) = 1.51 TOTAL AREA(ACRES) = 1.65 TOTAL RUNOFF(CFS) = 6.53 TC(MIN) = 6.87 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 3 --------------------------=------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< , » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.8 UPSTREAM NODE ELEVATION = 1091.64 DOWNSTREAM NODE ELEVATION = 1091.48 FLOWLENGTH(FEET) = 31.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 6.53 TRAVEL TIME(MIN.) _ .09 TC(MIN.) = 6.96 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.247 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8822 SUBAREA AREA(ACRES) _ .03 SUBAREA RUNOFF(CFS) _ .11 TOTAL AREA(ACRES) = 1.68 TOTAL RUNOFF(CFS) = 6.65 TC(MIN) = 6.96 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 125.00 IS CODE = 3 --------------------------------'-------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.8 UPSTREAM NODE ELEVATION = 1091.48 DOWNSTREAM NODE ELEVATION = 1091.32 FLOWLENGTH(FEET) = 32.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 6.65 TRAVEL TIME(MIN.) _ .09 TC(MIN.) = 7.05 **************************************************************************** FLOW PROCESS FROM NODE 125.00 TO NODE 125.00 IS CODE.= 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.216 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8821 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .04 TOTAL AREA(ACRES) = 1.69 TOTAL RUNOFF(CFS) = 6.68 TC(MIN) = 7.05 **************************************************************************** FLOW PROCESS FROM NODE 125.00 'I'0 NODE 126.00 IS CODE = 3 -----------------------------------------=---------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.6 UPSTREAM NODE ELEVATION = 1091.32 DOWNSTREAM NODE ELEVATION = 1091.24 FLOWLENGTH(FEET) = 17.00. MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 6.68 TRAVEL TIME(MIN.) _ .05 TC(MIN.) = 7.10 **************************************************************************** FLOW PROCESS FROM NODE 126.00 TO NODE 126.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.200 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8820 SUBAREA AREA(ACRES) _ .Ol SUBAREA RUNOFF(CFS) _ .04 TOTAL AREA(ACRES) = 1.70 TOTAL RUNOFF(CFS) = 6.72 TC(MIN) = 7.10 ; **************************************************************************** FLOW PROCESS FROM NODE 126.00 TO NODE 127.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMAT�D PIPESIZE (NON-PRESSURE FLOW) « «< -------------------------------------------------------------------=-------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.8 UPSTREAM NODE ELEVATION = 1091.24 DOWNSTREAM NODE ELEVATION = 1091.16 FLOWLENGTH(FEET) = 16.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 6.72 TRAVEL TIME(MIN.) _ .05 TC(MIN.) = 7.15 **************************************************************************** FLOW PROCESS FROM NODE 127.00 TO NODE 127.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) _. 4.185 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8820 SUBAREA AREA(ACRES) _ .09 SUBAREA RUNOFF(CFS):= .33 TOTAL AREA(ACRES) = 1.79 TOTAL RUNOFF(CFS) = 7.05 TC(MIN) = 7.15 *************************************************************************** FLOW PROCESS FROM NODE 127.00 TO NODE 128.00 IS CODE = 3 --------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 5.8 UPSTREAM NODE ELEVATION = 1091.16 DOWNSTREAM NODE ELEVATION = 1090.86 FLOWLENGTH(FEET) = 61.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 7.05 TRAVEL TIME(MIN.) _ .18 TC(MIN.) = 7.32 :*************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 --------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR. RAINFALL INTENSITY(INCH/HOUR) = 4.130 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8818 SUBAREA AREA(ACRES) _ .22 SUBAREA RUNOFF(CFS) _ .80 TOTAL AREA(ACRES) = 2.01 TOTAL RUNOFF(CFS) = 7.85 TC(MIN) = 7.32 ;*************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.130 SOIL CLASSIFICATION IS "B" ., ' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8818 SUBAREA AREA(ACRES) _ .10 SUBAREA RUNOFF(CFS) __ .36 TOTAL AREA(ACRES) = 2.11 TOTAL RLTNOFF(CFS) = 8.22 TC (MIN) = 7 . 32 ,-*************************************************************************** FLOW PROCESS FROM NODE 128.00 TO NODE 128.00 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.130 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8818 SUBAREA AREA(ACRES) _ .08 SUBAREA RUNOFF(CFS) _ .29 TOTAL AREA(ACRES) = 2.19 TOTAL RUNOFF(CFS) = 8.51 TC(MIN) = 7.32 ;****************************************************************:*********** FLOW PROCESS FROM NODE 128.00 TO NODE 129.00 IS CODE = 3 --------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------- DEPTH OF FLOW IN 18.0 INCH�PIPE IS 13.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 6.1 UPSTREAM NODE ELEVATION = 1090.86 DOWNSTREAM NODE ELEVATION = 1090.68 FLOWLENGTH(FEET) = 35.00 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 8.51 TRAVEL TIME(MIN.) _ .10 TC(MIN.) = 7.42 -*************************************************************************** FLOW PROCESS FROM NODE 129.00 TO NODE 129.00 IS CODE = 8 --------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.100 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8817 SUBAREA AREA(ACRES) _ .14 SUBAREA RUNOFF(CFS) _ .51 TOTAL.AREA(ACRES) = 2.33 TOTAL RUNOFF(CFS) = 9.01 TC(MIN) = 7.42 ;*************************************************************************** FLOW PROCESS FROM NODE 129.00 TO NODE 108.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ; ---------- DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 22.0 UPSTREAM NODE ELEVATION = 1090.68 DOWNSTREAM NODE ELEVATION = 1083.87 FLOWLENGTH(FEET) = 47.67 MANNING'S N = .010 ESTIMATED PIPE DIAMETER(INCH) = 12.0.0 NUMBER QF PTPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 9.01 TRAVEL TIME(MIN.) _ .04 TC(MIN.) = 7.46 -*************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 1 --------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< --------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.46 RAINFALL INTENSITY(INCH/HR) = 4.09 TOTAL STREAM AREA(ACRES) = 2.33 PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.01 **. CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 30.47 12.17 3.124 11.80 2 9.01 7.46 4.089 2.33 *********************************WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORMLTLA OF PLATE D-1 AS DEFAULT VALUE. THIS FORN![JLA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ************************************************************************** RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORM[JLA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 27.68 7.46 4.089 2 37.35 12.17 3.124 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 37.35 Tc(MIN.) = 12.17 TOTAL AREA(ACRES) = 14.13 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 10.0 UPSTREAM NODE ELEVATION = 1083.37 DOWNSTREAM NODE ELEVATION = 1081.82 FLOWLENGTH(FEET) = 130.19 MANNING'S N = .013 ' ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 � PIPEFLOW THRU SUBAREA(CFS) = 37.35 TRAVEL TIME(MIN.) _ .22 TC{MIN.) = 12.39 ****************************************************************************� FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.39 RAINFALL INTENSITY(INCH/HR) = 3.09 TOTAL STREAM AREA(ACRES) = 14.13 PEAK FLOW RATE(CFS) AT CONFLUENCE = 37.35 **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ---------------=------------------------------------------------------------ ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 725.00 UPSTREAM ELEVATION = 1096.25 DOWNSTREAM ELEVATION = 1092.17 ELEVATION DIFFERENCE = 4.08 TC = .303*[( 725.00**3)/( 4.08)]**.2 = 11.903 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.162 � SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8776 SUBAREA RUNOFF(CFS) = 3.05 TOTAL AREA(ACRES) = 1.10 TOTAL RUNOFF(CFS) = 3.05 e*************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 109.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 7.6 UPSTREAM NODE ELEVATION = 1087.84 DOWNSTREAM NODE ELEVATION = 1076.48 FLOWLENGTH(FEET) = 390.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 3.05 TRAVEL TIME(MIN.) _ .85 TC(MIN.) = 12.76 **************************************************************************** FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 12.76 RAINFALL INTENSITY(INCH/HR) = 3.04 TOTAL STREAM AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) AT CONFLUENCE _• 3.05 . ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) . (MIN.) (INCH/HOUR) (ACRE) 1 37.35 12.39 3.094 14.13 2 3.05 12.76 3.044 1.10 *********************************WARNING********************************** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC&WCD FORM[JLA OF PLATE D-1 AS DEFAULT VALUE. THIS FORM[JLA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. ************************************************************************** RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 40.32 12.39 3.094 2 39.81 12.76 3.044 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 40.32 Tc(MIN.) = 12.39 TOTAL AREA(ACRES) = 15.23 :*************************************************************************** FLOW PROCESS FROM NODE 109.00 TO NODE 109.10 IS CODE = 3 ---------------------------------------'------------------------------------ » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ----------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 19.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 13.4 UPSTREAM NODE ELEVATION = 1081.82 DOWNSTREAM NODE ELEVATION = 1081.25 FLOWLENGTH(FEET) = 23.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NLTMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 40.32 TRAVEL TIME(MIN.) _ .03 TC(MIN.) = 12.42 :***************************************�*********************************** FLOW PROCESS FROM NODE 109.10 TO NODE 109.10 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.090 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8772 SUBAREA AREA(ACRES) = 1.40 SUBAREA RUNOFF(CFS) = 3.79 , TOTAL AREA(ACRES) = 16.63 TOTAL RLTNOFF(CFS) = 44.11 TC(MIN) = 12.42 ;*************************************************************************** FLOW PROCESS FROM NODE 109.10 TO NODE 109.20 IS CODE = 3 ---------------------------------------------------------------------------- � » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< DEPTH OF FLOW IN 27.0 INCH PIPE IS 20.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 13.6 UPSTREAM NODE ELEVATION = 1081.25 DOWNSTREAM NODE ELEVATION = 1077.38 FLOWLENGTH(FEET) = 155.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 N[JMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 44.11 TRAVEL TIME(MIN.) _ .19 TC(MIN.) = 12.61 :*************************************************************************** FLOW PROCESS FROM NODE 109.20 TO NODE 109.20 IS CODE = 8 ----------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------=------------------------------------ ---------------------------------------------------------------------------- 100 YEAR_RAINFALL INTENSITY(INCH/HOUR) = 3.064 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8771 SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 3.4.9 TOTAL AREA(ACRES) = 17.93 TOTAL RUNOFF(CFS) = 47.61 TC(MIN) = 12.61 r*************************************************************************** FLOW PROCESS FROM NODE 109.20 TO NODE 109.30 IS CODE = 3 ---------------------------------------------------------------------------= » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 22.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 13.7 UPSTREAM NODE ELEVATION = 1077.38 DOWNSTREAM NODE ELEVATION = 1073.63 FLOWLENGTH(FEET) = 150.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NLTMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 47.61 TRAVEL TIME(MIN.) _ .18 TC(MIN.) = 12.79 **************************************************************************** FLOW PROCESS FROM NODE 109.30 TO NODE 109.30 IS CODE = 8 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.040 SOIL CLASSIFICATION IS "B" CONIMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8769 SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) = 2.67 TOTAL AREA(ACRES) = 18.93 TOTAL RUNOFF(CFS) = 50.27 TC(MIN) = 12.79 **************************************************************************** FLOW PROCESS FROM NODE 109.30 TO NODE 109.40 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------=--------------------------------------------------------------- � ---------------------------------------------------------------------------- DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 20.6 UPSTREAM NODE ELEVATION = 1073.63 DOWNSTREAM NODE ELEVATION = 1071.26 FLOWLENGTH(FEET) = 35.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 1VIJMBER OF PIPES = 1 PIPEFLOW THRU.SUBAREA(CFS) = 50.27 TRAVEL TIME(MIN.) _ .03 TC(MIN.) = 12.82 END OF STUDY SUMNIARY: PEAK FLOW RATE(CFS) = 50.27 TC(MIN.) = 12.82 TOTAL AREA(ACRES) = 18.93 END OF RATIONAL METHOD ANALYSIS F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING EADING LINE NO 1 IS - STORM DRAIN LINE "LINE A" EADING LINE NO Z IS - CAMPOS VERDES MIDDLE SCHOOL EADING LINE NO 3 IS - FILE:1230A QFILE:1230AQ ! �ATE: 7/21/1998 �IME: 10: 7 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO Of AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 ` CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 3.50 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1070.96 5 1078.60 ELEMENT NO 2 IS A REACH * * * U/S DATA' STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1011.78 1071.51 5 0.013 0.00 39:66 0.00 0 ELEMENT NO 3 IS A JUNCTION �--�- �-� * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1031.15 1072.42 5 1 0 0.013 2.7 0.0 1073.43 0.00 60.00 0.00 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1031.16 1072.43 5 0.013 0.00 49.31 0.00 0 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1081.66 1074.81 5 0.013 0.00 0.00 0.00 0 ELEMENT NO b IS A JUNCTION L� "� Z " * * * * * "` U/S DATA STATION INVERT SECT LAT-1 LAT-2 N a3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1181.52 1077.36 5 1 0 0.013 3.5 0.0 1078.11 0.00 45.00 0.00 ELEMENT NO 7 IS A JUNCTION �-'�� � * * * * * '� U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 44 INVERT-3 INVERT-4 PHI 3 PH] 4 1333.52 1081.23 5 1 0 0.013 3.8 0.0 1082.07 0.00 45.00 0.00 ELEMENT NO 8 IS A JUNCTION �p �- �' * * * * * '" U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1356.52 1081.82 5 1 0 0.013 2.9 0.0 1082.57 0.00 90.00 0.00 ELEMENT NO 9 IS A JUNCTION LAri- F�- S * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1486.71 1083.37 5 3 0 0.013 6.9 0.0 1083.87 0.00 45.00 0.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1603.30 1084.54 5 0.013 0.00 48.34 0.00 0 ELEMENT NO 11 IS A JUNCTION �--{S�- ("'�-b * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1641.27 1084.92 5 1 0 0.013 2.2 0.0 1085.67 0.00 45.00 0.00 ELEMENT NO 12 IS A JUNCTION LJ�C _ P * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1682.75 1085.33 5 1 0 0.013 . 0.8 0.0 1086.08 0.00 45.00 0.00 ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1745.69 1085.96 5 0.013 0.00 37.92 0.00 0 ELEMENT NO 14 IS A JUNCTION (�(��-"�- � * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1780.76 1086.31 5 1 0 0.013 2.3 0.0 1087.06 0.00 45.00 0.00 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1780.77 1086.32 5 0.013 0.00 52.10 0.00 0 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1828.94 1086.79 5 0.013 0.00 37.90 0.00 0 ELEMENT NO 17 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1889.93 1087.40 5 0.013 0.00 38.16 0.00 0 ELEMENT NO 18 IS A JUNCTION L.(J�-* P�* * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 �4 INVERT-3 INVERT-4 �PHI 3 PHI 4 1931.23 1087.82 5 3 0 0.013 11.8 0.0 1088.07 0.00 45.00 0.00 ELEMENT NO 19 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 1933.23 1088.32 4 0.013 � F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 20 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1933.24 1088.33 4 0.013 0.00 51.84 0.00 0 ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1987.32 1088.87 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 22 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2021.32 1089.21 4 0.013 0.00 38.16 0.00 0 ELEMENT NO 23 IS A JUNCTION �iP�-�"�� * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 a4 INVERT-3 INVERT-4 PHI 3 PHI 4 2062.62 1089.62 4 1 0 0.013 1.2 0.0 1090.12 0.00 45.00 0.00 ELEMENT NO 24 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2062.63 1089.63 4 0.013 0.00 51.84 0.00 0 ELEMENT NO 25 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2118.71 1090.18 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2179.70 1090.79 4 0.013 0.00 37.92 0.00 0 ELEMENT NO 27 IS A JUNCTION L�� "'" * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2214.77 1091.04 4 1 0 0.013 2.1 0.0 1091.54 0.00 45.00 0.00 ELEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2214.78 1091.05 4 0.013 0.00 52.08 0.00 0 ELEMENT NO 29 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H � 2262.95 1091.62 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 30 IS A JUNCTION L(�• * A �Z- * * * * '* x� U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2296.01 1091.95 4 1 0 0.013 1.2 0.0 1092.45 0.00 45.00 0.00 F 0 5 1 5 P PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 31 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2298.97 1091.98 4 0.013 0.00 45.00 0.00 0 ELEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2334.31 1092.34 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 33 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 2380.45 1092.80 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 34 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 2380.45 1092.80 14 0.200 ELEMENT NO 35 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 2380.45 1092.80 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC .ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A QFILE:1230AQ STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR E**********�����******���*****************��x�****��****************������*********�**+*****���************�***��������****��*�**** 1000.00 1070.96 7.640 1078.600 50.3 10.25 1.630 1080.230 0.00 2.304 2.50 0.00 0.00 0 0.00 11.78 0.04669 .015039 0.18 1.350 0.00 1011.78 1071.51 7.484 1078.994 50.3 10.25 1.630 1080.624 0.00 2.304 2.50 0.00 0.00 0 0.00 JUNCT STR 0.04698 �� _ P_\ .014253 0.28 0.00 1031.15 1072.42 7.161 1079.581 47.6 9.70 1.460 1081.041 0.00 2.267 2.50 0.00 0.00 0 0.00 0.01 1.00000 .013467 0.00 0.572 0.00 1031.16 1072.43 7.367 1079.797 47.6 9.70 1.460 1081.257 0.00 2.267 2.50 0.00 0.00 0 0.00 50.50 0.04713 .013467 0.68 1.300 0.00 1081.66 1074.81 5.667 1080.477 47.6 9.70 1.460 1081.937 0.00 2.267 2.50 0.00 0.00 0 0.00 JUNCT S7R 0.02554 L�� _�_2 .012514 1.25 0.00 1181.52 1077.36 4.771 1082.071 44.1 8.98 1.253 1083.324 0.00 2.210 2.50 0.00 0.00 0 0.00 JUNCT STR 0.02546 �� _� _'3 .010607 1.61 0.00 1333.52 1081.23 2.784 1084.014 40.3 8.21 1.046 1085.060 0.00 2.136 2.50 0.00 0.00 0 0.00 � JUNCT STR 0.02565 ��-_ �^� .008984 0.21 0.00 1356.52 1081.82 2.691 1084.511 37.4 7.62 0.901 1085.412 0.00 2.070 2.50 0.00 0.00 0 0.00 JUNCT STR 0.01191 S .006922 0.90 0.00 l-� - P - 1486.71 1083.37 2.526 1085.896 30.5 6.21 0.599 1086.495 0.00 1.882 2.50 0.00 0.00 0 0.00 11.95 0.01004 .005482 0.07 1.602 0.00 1498.66 1083.49 2.500 1085.990 30.5 6.21 0.599 1086.589 0.00 1.882 2.50 0.00 0.00 0 0.00 34.90 0.01004 .005137 0.18 1.602 0.00 1533.56 1083.84 2.268 1086.108 30.5 6.52 0.660 1086.768 0.00 1.882 2.50 0.00 0.00 0 0.00 12.Z6 0.01004 .005008 0.06 1.602 0.00 ICENSEE': R.B.F. & ASSOC. - SAN DIEGO f0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A �FILE:1230A� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *�****�*********�*****�x���x�******x���**�*�x�*****���x���****�x�x�*******��****��**�********x���**�*��****������**����*****�**��* 1545.82 1083.96 2.133 1086.096 30.5 6.84 0.726 1086.822 0.00 1.882 2.50 0.00 0.00 0 0.00 YDRAULIC JUMP 0.00 1545.82 1083.96 1.648 1085.611 30.5 8.89 1.226 1086.837 0.00 1.882 2.50 0.00 0.00 0 0.00 13.07 0.01004 .009278 0.12 1.602 0.00 1558.89 1084.09 1.648 1085.742 30.5 8.88 1.225 1086.967 0.00 1.882 2.50 0.00 0.00 0 0.00 30.87 0.01004 .008761 0.27 1.602 0.00 1589.76 1084.40 1.720 1086.124 30.5 8.47 1.113 1087.237 0.00 1.882 2.50 0.00 0.00 0 0.00 10.88 0.01004 .007809 0.08 1.602 0.00 . 1600.64 1084.51 1.797 1086.310 30.5 8.07 1.012 1087.322 0.00 1.882 2.50 0.00 0.00 0 0.00 2.66 0.01004 .006979 0.02 1.602 0.00 1603.30 1084.54 1.882 1086.422 30.5 7.69 0.919 1087.341 0.00 1.882 2.50 0.00 0.00 0 0.00 UNC7 STR 0.01001 �,� . P_( .005672 0.22 0.00 1641.27 1084.92 2.051 1086.971 28.3 6.57 0.669 1087.640 0.00 1.814 2.50 0.00 0.00 0 0.00 � UNCT STR 0.00988 L�-_ p_"1 0.00 1682.75 1085.33 1.528 1086.858 27.5 8.75 1.189 1088.047 0.00 1.788 2.50 0.00 0.00 0 0.00 35.14 0.01001 .009022 0.32 1.496 0.00 1717.89 1085.68 1.573 1087.255 27.5 8.45 1.109 1088.364 0.00 1.788 2.50 0.00 0.00 0 0.00 18.58 0.01001 .008137 0.15 1.496 0.00 1736.47 1085.87 1.639 1087.507 27.5 8.06 1.008 1088.515 0.00 1.788 2.50 0.00 0.00 0 0.00 7.42 0.01001 .007230 0.05 1.496 0.00 1743.89 1085.94 1.710 1087.652 27.5 7.68 0.916 1088.568 0.00 1.788 2.50 0.00 0.00 0 0.00 1.80 0.01001 .006438 0.01 1.496 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCNOOL FILE:1230A �FILE:1230AQ STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *�******�********���****�**�******�������*****���***************�*****************��****************��**********�����****�*****��* 1745.69 1085.96 1.788 1087.748 27.5 7.32 0.832 1088.580 0.00 1.788 2.50 0.00 0.00 0 0.00 UNCT STR 0.00998 �� � P^ a 0.00 1780.76 1086.31 1.424 1087.734 25.2 8.73 1.183 1088.917 0.00 1.711 2.50 0.00 0.00 0 0.00 0.01 1.00000 .009739 0.00 0.420 0.00 1780.77 1086.32 1.433 1087.753 25.2 8.66 1.164 1088.917 0.00 1.711 2.50 0.00 0.00 0 0.00 48.17 0.00976 .009497 0.46 1.426 0.00 1828.94 1086.79 1.446 1088.236 25.2 8.56 1.139 1089.375 0.00 1.711 2.50 0.00 0:00 0 0.00 6.38 0.01000 .009303 0.06 1.415 0.00 1835.32 1086.85 1.451 1088.305 25.2 8.52 1.128 1089.433 0.00 1.711 2.50 0.00 0.00 0 0.00 33.79 0.01000 .008714 0.29 1.415 0.00 1869.11 1087.19 1.510 1088.702 25.2 8.13 1.025 1089.727 0.00 1.711 2.50 0.00 0.00 0 0.00 13.64 0.01000 .007714 0.11 1.415 0.00 1882.75 1087.33 1.572 1088.900 25.2 7.75 0.932 1089.832 0.00 1.711 2.50 0.00 0.00 0 0.00 i 5.62 0.01000 .006842 0.04 1.415 0.00 1888.37 1087.38 1.639 1089.023 25.2 7.39 0.848 1089.871 0.00 1.711 2.50 0.00 0.00 0 0.00 1.56 0.01000 , .006077 0.01 1.415 0.00 1889.93 1087.40 1.711 1089.111 25.2 7.04 0.769 1089.880 0.00 1.711 2.50 0.00 0.00 0 0.00 UNCT STR 0.01017 ��C _(� _� .003391 0.14 0.00 1931.23 1087.82 2.052 1089.872 13.4 3.11 0.150 1090.022 0.00 1.231 2.50 0.00 0.00 0 0.00 RANS STR 0.25000 0.00 1933.23 1088.32 1.100 1089.420 13.4 7.57 0.889 1090.309 0.00 1.318 2.00 0.00 0.00 0 0.00 0.01 1.00000 .010074 0.00 0.330 0.00 ICENSEE': R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURfACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A QFILE:1230A� �TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER '_/ELEM SO SF AVE HF NORM DEPTH ZR K,� * * * * * * * * * ,r ,� * * * * * * * * * ,« ,� ,� � * * * * * * * * * * * * * * * � ,r * * * ,� * * x� * * * * * * *,r * * *,� * x,� * * ,r,� * * * * *,r,r,� x� ,r x,� * * * * * *,r � ,r �r � � ,r,r,� * * ,r ,r,r x * * x� ,� * * * * * * * * * * * * * * * * * * * * * * � * 1933.24 1088.33 1.110 1089.440 13.4 7.48 0.869 1090.309 0.00 1.318 2.00 0.00 0.00 0 0.00 54.08 0.00999 .009548 0.52 1.110 0.00 1987.32 1088.87 1.138 1090.008 13.4 7.26 0.818 1090.826 0.00 1.318 2.00 0.00 0.00 0 0.00 16.68 0.01000 .008830 0.15 1.110 0.00 2004.00 1089.04 1.166 1090.203 13.4 7.05 0.771 1090.974 0.00 1.318 2.00 0.00 0.00 0 0.00 11.54 0.01000 .008000 0.09 1.110 0.00 2015.54 1089.15 1:213 1090.365 13.4 6.72 0.701 1091.066 0.00 1.318 2.00 0.00 0.00 0 0.00 4.70 0.01000 .007082 0.03 1.110 0.00 2020.24 1089.20 1.263 1090.462 13.4 6.41 0.637 1091.099 0.00 1.318 2.00 0.00 0.00 0 0.00 1.08 0.01000 .006276 0.01 1.110 0.00 2021.32 1089.21 1.318 1090.528 13.4 6.10 0.578 1091.106 0.00 1.318 2.00 0.00 0.00 0 0.00 UNCT STR 0.00993 (�` _(� - I� 0.00 2062.62 1089.62 1.043 1090.663 12.2 7.37 0.843 1091.506 0.00 1.255 2.00 0.00 0.00 0 0.00 0.01 1.00000 .009950 0.00 0.310 0.00 2062.63 1089.63 1.052 1090.682 12.2 7.28 0.823 1091.505 0.00 1.255 2.00 0_00 0.00 0 0.00 56.08 0.00981 .009742 0.55 1.050 0.00 2118.71 1090.18 1.056 1091.236 12.2 7.25 0.816 1092.052 0.00 1.255 2.00 0.00 0.00 0 0.00 24.60 0.01000 .009461 0.23 1.044 0.00 2143.31 1090.43 1.071 1091.497 12.2 7.12 0.788 1092.285 0.00 1.255 2.00 0.00 0.00 0 0.00 22.60 0.01000 .008694 0.20 1.044 0.00 2165.91 1090.65 1.113 1091.765 12.2 6.79 0.776 1092.481 0.00 1.255 2.00 0.00 0.00 0 0.00 9.05 0.01000 .007675 0.07 1.044 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING � STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A �FILE:1230A4 STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ���xx�*******�*�*****�������***�**�**********���**�*************��**��****�****��***�x*******����******��***************�****���** 2174_96 1090.74 1.157 1091.900 12.2 6.47 0.650 1092.550 0.00 1.255 2.00 0.00 0.00 0 0.00 3.77 0.01000 .006784 0.03 1.044 0.00 2178.73 1090.78 1.204 1091.984 12.2 6.17 0.591 1092.575 0.00 1.255 2.00 0.00 0.00 0 0.00 0.97 0.01000 .006000 0.01 1.044 0.00 2179.70 1090.79 1.255 1092.045 12.2 5.88 0.537 1092.582 0.00 7.255 2.00 0.00 0.00 0 0.00 iUNCT STR 0.00713 L� _�_\� .004009 0.14 0.00 2214.77 1091.04 1.503 1092.543 10.1 3.99 0.247 1092.790 0.00 1.138 2.00 0.00 0.00 0 0.00 0.01 1.00000 .002416 0.00 0.280 0.00 2214.78 1091.05 1.488 1092.538 10.1 4.03 0.252 1092.790 0.00 1.138 2.00 0.00 0.00 0 0.00 4.36 0.01183 .002587 0.01 0.890 0.00 2219.14 1091.10 1.422 1092.524 10.1 4.23 0.278 1092.802 0.00 1.138 2.00 0.00 0.00 0 0.00 1.93 0.01183 .002898 0.01 0.890 0.00 2221.07 1091.12 1.361 1092.486 10.1 4.44 0.306 1092.792 0.00 1.138 2.00 0.00 0.00 0 0.00 IYDRAULIC JUMP ! 0.00 2221.07 1091.12 0.914 1092.039 10.1 7.22 0.809 1092.848 0.00 1.138 2.00 0.00 0.00 0 0.00 16.36 0.01183 .010353 0.17 0.890 0.00 2237.43 1091.32 0.941 1092.259 10.1 6.95 0.750 1093.009 0.00 1.138 2.00 0.00 0.00 0 0.00 12.78 0.01183 .009234 0.12 0.890 0.00 2250.21 1091.47 0.976 1092.445 10.1 6.63 0.682 1093.127 0.00 1.138 2.00 0.00 0.00 0 0.00 6.74 0.01183 .008126 0.05 0.890 0.00 2256.95 1091.55 1.013 1092.562 10.1 6.32 0.620 1093.182 0.00 1.138 2.00 0.00 0.00 0 0.00 3.72 0.01183 .007157 0.03 0.890 0.00 LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 6 WATER SURfACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A aFILE:1230AQ STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR �����***#**����****������**�**********��*���***********�*******x�******�*********��x��************�*��**�****�*���*****��***��***** 2260.67 1091.59 1.052 1092.645 10.1 6.03 0.564 1093.209 0.00 1.138 2.00 0.00 0.00 0 0.00 1.85 0.01183 .006309 0.01 0.890 0.00 2262.52 1091.62 1.093 1092.708 10.1 5.75 0.513 1093.221 0.00 1.138 2.00 0.00 0.00 0 0.00 0.43 0.01183 .005562 0.00 0.890 0.00 2262.95 1091.62 1.138 1092.758 10.1 5.47 0.465 1093.223 0.00 1.138 2.00 0.00 0.00 0 0.00 JUNCT STR 0.00998 0.00 C� . ,p -�Z 2296.01 1091.95 0.870 1092.820 8.9 6.78 0.715 1093.535 0.00 1.065 2.00 0.00 0.00 0 0.00 2.96 0.01013 .010045 0.03 0.870 0.00 2298.97 1091.98 0.871 1092.851 8.9 6.78 0.713 1093.564 0.00 1.065 2.00 0.00 0.00 0 0:00 35.34 0.01019 .009753 0.34 0.870 0.00 2334.31 1092.34 0.885 1093.225 8.9 6.64 0.684 1093.909 0.00 1.065 2.00 0.00 0.00 0 0.00 27.37 0.00997 .008922 0.24 0.870 0.00 2361.68 1092.61 0.916 1093.529 8.9 6.34 0.624 1094.153 0.00 1.065 2.00 0.00 0.00 0 0.00 10.79 0.00997 .007862 0.08 0.870 0.00 2372.47 1092.72 0.950 1093.670 8.9 6.05 0.568 1094.238 0.00 1.065 2.00 0.00 0.00 0 0.00 5.10 0.00997 , .006976 0.04 0.870 0.00 2377.57 1092.77 0.986 1093.757 8.9 5.76 0.516 1094.273 0.00 1.065 2.00 0.00 0.00 0 0.00 2.29 0.00997 .006090 0.01 0.870 0.00 2379.86 1092.79 1.024 1093.818 8.9 5.49 0.469 1094.287 0.00 1.065 2.00 0.00 0.00 0 0.00 0.59 0.00997 .005360 0.00 0.870 0.00 2380.45 1092.80 1.065 1093.865 8.9 5.23 0.425 1094.290 0.00 1.065 2.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 '_ICENSEt: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 7 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LINE A" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A aFILE:1230AQ STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR �*****�*��*****************��*******�********��***���*****��**��***��*�*��****��****���*******�**��****���********�����******�****� 2380.45 1092.80 1.590 1094.390 8.9 1.87 0.054 1094.444 0.00 0.649 3.50 3.00 0.00 0 0.00 'T cX� � C`tir�� = `f � . 3 0� ' . F 0 5 1 5 P PAGE NO 3. WATER SURFACE PROFILE - TITLE CARD LISTING iEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-1" fEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL 1EADING LINE NO 3 I8 - FILE:1230A1 aFILE:1230A1� ; )ATE: 7/20/1998 iIME: 17:10 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT ,1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 � CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 73 3 1 1..00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 8.00 7.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1073.43 1 1079.58 ELEMENT NO 2 IS A REACH * *. * U/S DATA STATION INVERT .SECT N. RADIUS ANGLE ANG PT MAN H 1011.60 1083.31 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1011.60 1083.31 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV � 1011.60 1083.31 14 0.00 !0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING * WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN.IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ; _ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 • WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-1" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A1 �FILE:1230A1a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV Of FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM � SO SF AVE HF NORM DEPTH ZR e**** � ** �� *** � **** � **** �� ******* ��� ** �� *** ����*t�x��*�x��*********x�*******��W��**�**��*��***x��***�x�**�**��**�x�******tt**�*****� 1000.00 1073.43 6.150 1079.580 2.7 3.44 0.184 1079.764 0.00 0.704 1.00 0.00 0.00 0 0.00 4.61 0.85172 .003398 0.02 0.150 0.00 1004.61 1077.36 2.287 1079.642 2.7 3.44 0.184 7079.826 0.00 0.704 1.00 0.00 0.00 0 0.00 iYDRAULIC JUMP 0.00 1004.61 1077.36 0.227 1077.582 2.7 20.15 6.304 1083.886 0.00 0.704 1.00 0.00 0.00 0 0.00 0.38 0.85172 .247409 0.09 0.150 0.00 1004.99 1077.68 0.235 1077.919 2.7 19.15 5.694 1083.613 0.00 0.704 1.00 0.00 0.00 0 0.00 0.80 0.85172 .214371 0.17 0.150 0.00 1005.79 1078.36 0.243 1078.605 2.7 18.24 5.168 1083.773 0.00 0.704 1.00 0.00 0.00 0 0.00 0.69 0.85172 .187611 0.13 0.150 0.00 1006.48 1078.95 0.252 1079.204 2.7 17.42 4.712 1083.916 0.00 0.704 1.00 0.00 0.00 0 0.00 0.61 0.85172 .164104 0.10 0.150 0.00 1007.09 1079.47 0.260 1079.730 2.7 16.56 4.261 1083.991 0.00 0.704 1.00 0.00 0.00 0 0.00 0.54 0.85172 1 .143406 0.08 0.150 0.00 1007.63 1079.93 0.269 1080.795 2.7 15.79 3.871 1084.066 0.00 0.704 1.00 0.00 0.00 0 0.00 0.47 0.85172 .125578 0.06 0.150 0.00 1008.10 1080.33 0.279 1080.606 2.7 15.08 3.533 1084.139 0.00 0.704 1.00 0.00 0.00 0 0.00 0.42 0.85172 .109904 0.05 0.150 0.00 1008.52 1080.68 0.288 1080.973 2.7 14.36 3.203 1084.176 0.00 0.704 1.00 0.00 0.00 0 0.00 0.37 0.85172 .096096 0.04 0.150 0.00 1008.89 1081.00 0.298 1081.300 2.7 13.71 2.917 1084.217 0.00 0.704 1.00 0.00 0.00 0 0.00 0.33 0.85172 .084176 0.03 0.150 0.00 �ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P • PAGE 2 WATER SURFACE PROFILE LISTING. STORM DRAIN LINE "LATERAL A-1" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A1 QFILE:1230A1� STATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO ' SF AVE HF NORM DEPTH ZR k * yt � rt * * ik tk * * ye �k * * * yr yr * * * ik # tk * * ik * * * * yt yr * * * * * * * * �Y tF * * �t tk 1k * * ft �t tt * * * * yc yt yr 1F * * * ye tY tt * * * yt tk * * * tF * * * * * tk * �t ye 1k fk * * * * * �k * * * * * * Yr tF tk * * * * �k * * fF �t �t tk tk tF * * * * �t �t tt * 1t * �t t * * tk * 1009.22 1081.28 0.309 1081.592 2.7 13.04 2.642 1084.234 0.00 0.704 1.00 0.00 0.00 0 0.00 0.30 0.85172 .073774 0.02 0.150 0.00 1009.52 1081.54 0.320 1081.855 2.7 12.44 2.404 1084.259 0.00 0.704 , 1.00 0.00 0.00 0 0.00 0.26 0.85172 .064607 0.02 0.150 0.00 1009.78 1081.76 0.331 1082.091 2.7 11.89 2.197 1084.288 0.00 0.704 1.00 0.00 0.00 0 0.00 0.23 0.85172 .056598 0.01 0.150 0.00 1010.01 1081.96 0.343 1082.303 2.7 11.30 1.982 1084.285 0.00 0.704 1.00 0.00 0.00 0 0.00 0.22 0.85172 .049604 0.01 0.150 0.00 1010.23 1082.14 0.355 1082.494 2.7 10.80 1.811 1084.305 0.00 0.704 1.00 0.00 0.00 0 0.00 0.18 0.85172 .043486 0.01 0.150 0.00 1010.41 1082.30 0.368 1082.667 2.7 10.31 1.649 1084.316 0.00 0.704 1.00 0.00 0.00 0 0.00 0.17 0.85172 .038137 0.01 0.150 0.00 1010.58 1082.44 0.381 1082.822 2.7 9.82 1.497 1084.319 0.00 0.704 j 1.00 0.00 0.00 0 0.00 0.15 0.85172 .033452 0.01 0.150 0.00 1010.73 1082.57 0.395 1082.963 2.7 9.34 1.355 1084.318 0.00 0.704 1.00 0.00 0.00 0 0.00 0.13 0.85172 , ,029353 0.00 0.150 0.00 1010.86 1082.68 0.409 1083.091 2.7 8.91 1.233 1084.324 0.00 0.704 1.00 0.00 0.00 0 0.00 0.12 0.85172 .025760 0.00 0.150 0.00 1010.98 1082.78 0.424 1083.206 2.7 8.49 1.119 1084.325 0.00 0.704 1.00 0.00 0.00 0 0.00 0.10 0.85172 .022633 0.00 0.150 � 0.00 1011.08 1082.87 0.440 1083.310 2.7 8.11 1.021 1084.331 0.00 0.704 1.00 0.00 0.00 0 0.00 0.10 0.85172 .019890 0.00 0.150 0.00 LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-1" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A1 QFILE:1230A1Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR . �� 1011.18 1082.95 0.456 1083.405 2.7 7.74 0.929 1084.334 0.00 0.704 1.00 0.00 0.00 0 0.00 0.08 0.85172 .017481 0.00 0.150 0.00 � 1011.26 1083.02 0.473 1083.491 2.7 7.38 0.845 1084.336 0.00 0.704 1.00 0.00 0.00 0 0.00 0.07 0.85172 .015379 0.00 0.150 0.00 1011.33 1083.08 0.491 1083.568 2.7 7.03 0.768 1084.336 0.00 0.704 � 1.00 0.00 0.00 0 0.00 0.06 0.85172 .013543 0.00 0.150 0.00 1011.39 1083.13 0.510 1083.639 2.7 6.70 0.697 1084.336 0.00 0.704 1.00 0.00 0.00 0 0.00 0.05 0.85172 .011928 0.00 0.150 0.00 1011.44 1083.17 0.529 1083.703 2.7 6.38 0.633 1084.336 0.00 0.704 1.00 0.00 0.00 0 0.00 0.04 0.85172 .010515 0.00 0.150 0.00 1011.48 1083.21 0.550 1083.761 2.7 6.09 0.577 1084.338 0.00 0.704 1.00 0.00 0.00 0 0.00 0.04 0.85172 .009285 0.00 0.150 0.00 1011.52 1083.24 0.572 1083.814 2.7 5.81 0.524 1084.338 0.00 0.704 1.00 ; 0.00 0.00 0 0.00 0.03 0.85172 ! .008206 0.00 0.150 0.00 1011.55 1083.27 0.595 1083.862 2.7 5.53 0.475 1084.337 0.00 0.704 1.00 0.00 0.00 0 0.00 0.02 0.85172 .007259 0.00_ 0.150 0.00 1011.57 1083.29 0.619 1083.905 2.7 5.28 0.434 1084.339 0.00 0.704 1.00 0.00 0.00 0 0.00 0.02 0.85172 .006431 0.00 0.150 0.00 1011.59 1083.30 0.645 1083.945 2.7 5.04 0:394 1084.339 0.00 0.704 1.00 0.00 0.00 0 0.00 0.01 0.85172 .005713 0.00 0.150 0.00 1011.60 1083.31 0.673 1083.980 2.7 4.80 0.357 1084.337 0.00 0.704 1.00 0.00 0.00 0 0.00 0.00 0.85172 .005078 0.00 0.150 0.00 r � , LICENSEE: R.B.f. & ASSOC. - SAN DIEGO F0575P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-1" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A1 QFILE:1230A1Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR * vr w * * *,r * * *,r,r,� * * * * * * �r w ,� * v� * * * * * ,r * * * * * * * ,� * * * * * * * ,t ,� * * * ,r ,� * * * * * *,r * * * ,r ,� v� * * �r,r v� * * x� ,r * * * ,r ,r ,� v� * �r * * * ,r x� ,r � ,r * * * � �r,r * * * ,r,� * * *,r,r,r * * * * * * * * * * ,r ,r ,� * * * * * * * * *,r 1011.60 1083.31 0.704 1084.014 2.7 4.57 0.324 1084.338 0.00 0.704 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1011.60 1083.31 1.219 1084.529 2.7 0.32 0.002 1084.531 0.00 0.167 8.00 7.00 .0.00 0, 0.00 �L - �t c�.81 p�, � . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING iEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-2" �EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL 1EADING LINE NO 3 IS - FILE:1230A2 OFILE:1230A2a )A7E: .7/20/1998 ' �IME: 17:12 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 � CD 3 4 1.50 CD 4 4 . 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 . 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 6.00 7.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1078.36 1 1082.07 ELEMENT NO 2 IS A REACH * * * U/S DATA . STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.14 1085.31 1 0.010 0.00 0.00 0.00 0 ELEMENT NO , 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1014.14 1085.31 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1014.14 1085.31 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i CENSFE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROfILE LISTING STORM DRAIN LINE "LATERAL A-2" CAMPOS VERDES MIDDLE SEHOOL FILE:1230A2 QFILE:1230A20 �TATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER _/ELEM SO SF AVE HF NORM DEPTH ZR �: ******************�rxx*,r,r,��r***,r�rx�********�r***,r*********v�*�r�WWV�*****************xx,rx�r,�**************�r*,�,�*�x���r********************* 1000.00 1078.36 3.710 1082.070 3.5 4.46 0.309 1082.379 0.00 0.799 1.00 0.00 0.00 0 0.00 2.41 0.49151 .005710 0.01 0.210 0.00 1002.41 1079.55 2.545 1082.090 3.5 4.46 0.309 1082.399 0.00 0.799 1.00 0.00 0.00 0 0.00 (DRAULIC JUMP 0.00 1002.41 1079.55 0.286 1079.831 3.5. 18.92 5.558 1085.389 0.00 0.799 1.00 0.00 0.00 0 0.00 0.23 0.49151 .179049 0.04 0.210 0.00 1002.64 1079.66 0.286 1079.945 3.5 18.82 5.498 1085.443 0.00 0.799 1.00 0.00 0.00 0 0.00 1.52 0.49151 .167668 0.25 0.210 0.00 1004.16 1080.41 0.296 1080.702 3.5 17.95 5.002 1085.704 0.00 0.799 1.00 0.00 0.00 0 0.00 1.30 0.49151 .146724 0.19 0.210 0.00 1005.46 1081.04 0.306 1081.348 3.5 17.16 4.571 1085.919 0.00 0.799 1.00 0.00 0.00 0 0.00 1.11 0.49151 .128448 0.14 0.210 0.00 1006.57 1081.59 0.317 1081.906 3.5 16.36 4.154 1086.060 0.00 0.799 1.00 0.00 0.00 0 0.00 0.97 0.49151 .112511 0.11 0.210 0.00 1007.54 1082.06 0.328 1082.392 3.5 15.56 3.757 1086.149 0.00 0.799 1.00 0.00 0.00 0 0.00 0.84 0.49151 .098583 0.08 0.210 0.00 1008.38 1082.48 0.340 1082.818 3.5 14.83 3.415 1086.233 0.00 0.799 1.00 0.00 0.00 0 0.00 0.74 0.49151 .086419 0.06 0.210 0.00 1009.12 1082.84 0.352 1083.193 3.5 14.17 3.118 1086.311 0.00 0.799 1.00 0.00 0.00 0 0.00 0.65 0.49151 .075699 0.05 0.210 0.00 1009.77 1083.16 0.364 1083.526 3.5 13.51 2.836. 1086.362 0.00 0.799 1.00 0.00 0.00 0 0.00 0.58 0.49151 .066326 0.04 0.210 0.00 ICENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-2" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A2 QFILE:1230A2� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR � � �x,�,�,�,t* �r * * * �,� x� * * **�r�r� �r �vr**** x,��rv�* * * * �r * * * ****� xx�tvr* * x�*,�,rx,�� W �t �t***�r* � *,r **�rvrvrvr****��r* vr** * * * �**�r* �r � �,r * *,r *,r�r�rxvr*** �r x� * ***��r * �r *�,t,� * * *** 1010.35 1083.44 0.377 1083.822 3.5 12.87 2.571 1086:393 0.00 0.799 1.00 0.00 0.00 0 0.00 0.50 0.49151 .058192 0:03 0.210 0.00 1010.85 1083.69 0.391 1084.086 3.5 12.28 2.342 1086.428 0.00 0.799 1.00 0.00 0.00 0 0.00 0.46 0.49151 .051072 0.02 0.210 0.00 1011.31 1083.92 0.405 1084.322 3.5 11.71 2.128 1086.450 0.00 0.799 1.00 0.00 0.00 0 0.00 0.40 0.49151 .044830 0.02 0.210 0.00 1011.71 1084.11 0.420 1084.533 3.5 11.18 1.942 1086.475 0.00 0.799 1.00 0.00 0.00 0 0.00 0.35 0.49151 .039362 0.01 0.210 0.00 1012.06 1084.29 0.435 1084.723 3.5 10.64 1.757 1086.480 0.00 0.799 7.00 0.00 0.00 0 0.00 0.31 0.49151 .034594 0.01 0.210 0.00 1012.37 1084.44 0.452 1084.894 3:5 10.14 1.598 1086.492 0.00 0.799 1.00 0.00 0.00 0 0.00 0.28 0.49151 .030475 0.01 0.210 0.00 1012.65 1084.58 0.468 1085.048 3.5 9.67 1.452 1086.500 0.00 0.799 1.00 0.00 0.00 0 0.00 i 0.25 0.49151 .026738 0.01 0.210 0.00 1012.90 1084.70 0.486 1085.187 3.5 9.23 1.324 1086.511 0.00 0.799 1.00 0.00 0.00 0 0.00 0.22 0.49151 .023552 0.01 0.210 0.00 1013.12 1084.81 0.505 1085.312 3.5 8.79 1.201 1086.513 0.00 0.799 1.00 0.00 0.00 0 0.00 0.19 0.49151 .020748 0.00 0.210 0.00 1013.31 1084.90 0.524 1085.425 3.5 8.39 1.094 1086.519 0.00 0.799 1.00 0.00 0.00 0 0.00 0.17 0.49151 .018278 0.00 0.210 0.00 1013.48 1084.98 0.544 1085.528 3.5 7.99 0.992 1086.520 0.00 0.799 1.00 0.00 0.00 0 0.00 0.14 0.49151 .016129 0.00 0.210 0.00 ICENS�E: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-2" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A2 QFILE:1230A2a STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR **********************�r,r,r,r,�,�***,�*v�********�r*******�**************x,r**,r,�,�****vrvrvr******v�******�r*�r,rvr*,�**�,�,�,rvr*********************�** 1013.62 1085.05 0.566 1085.620 3.5 7.63 0.903 1086.523 0.00 0.799 1.00 0.00 0.00 0 0.00 0.12 0.49151 .014258 0.00 0.210 0.00 1013.74 1085.12 0.589 1085.704 3.5 7.28 0.822 1086.526 0.00 0.799 1.00 0.00 0.00 0 0.00 0.11 0.49151 .012615 0.00 0.210 0.00 1013.85 1085.17 0.613 1085.780 3.5 6.93 0.746 1086.526 0.00 . 0.799 1.00 0.00 0.00 0 0.00 0.09 0.49151 .011170 0.00 0.210 0.00 1013.94 1085.21 0.638 1085.849 3.5 6.60 0.677 1086.526 0.00 0.799 1.00 0.00 0.00 0 0.00 0.07 0.49151 .009908 0.00 0.210 0.00 1014.01 1085.25 0.665 1085.911 3.5 6.31 0.618 1086.529 0.00 0.799 1.00 0.00 0.00 0 0.00 0.06 0.49151 .008810 0.00 0.210 0.00 1014.07 1085.27 0.694 1085.968 3.5 6.01 0.562 1086.530 0.00 0.799 1.00 0.00 0.00 0 0.00 0.04 0.49151 .007860 0.00 0.210 0.00 1014.11 1085.29 0.726 1086.019 3.5 5.73 0.510 1086.529 0.00 0.799 1.00 0.00 0.00 0 0.00 0.02 0.49151 .007038 0.00 0.210 0.00 1014.13 1085.31 0.760 1086.066 3.5 5.46 0.463 1086.529 0.00 0.799 1.00 0.00 0.00 0 0.00 0.01 0.49151 .006323 0.00 0.210 0.00 1014.14 1085.31 0.799 1086.109 3.5 5.20 0.420 1086.529 0.00 0.799 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1014.14 1085.31 1.528 1086.838 3.5 0.33 0.002 1086.840 0.00 0.198 6.00 7.00 0.00 0 0.00 ��- �'1 c� , �3 \ � �-- , ► .. f 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-3" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A3 QFILE:1230A3Q DATE: 7/20/1998 TIME: 17:15 F0515P WATER SURfACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD- SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(7) Y(2) Y(3) Y<4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 � CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 8.00 7.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1082.23 1 1084.01 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.14 1085.31 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1014.14 1085.31 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1014.14 1085.31 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EDUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC , LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-3" _ CAMPOS VERDES MIDDLE SCHOOL FILE:1230A3 aFILE:1230A3Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ******** � x � **** � *** �� ** �� *** � *w** �� * *� x �*�x�**�*�*���****��**�***�***��******�x******����****��***��******��****��� ********* �� ***** 1000.00 1082.23 0.365 1082.595 3.8 14.67 3.343 1085.938 0.00 0.829 1.00 0.00 0.00 0 0.00 1.56 0.21782 .079680 0.12 0.280 0.00 1001.56 1082.57 0.374 1082.944 3.8 14.18 3.122 1086.066 0.00 0.829 1.00 0.00 0.00 0 0.00 1.84 0.21782 .071231 0.13 0.280 0.00 1003.40 1082.97 0.387 1083.359 3.8 13.52 2.840 1086.199 0.00 0.829 1.00 0.00 0.00 0 0.00 1.57 0.21782 .062460 0.10 0.280 0.00 1004.97 1083.31 0.401 1083.714 3.8 12.88 2.577 1086.291 0.00 0.829 1.00 0.00 0.00 0 0.00 1.35 0.21782 .054837 0.07 0.280 0.00 1006.32 1083.61 0.416 1084.023 3.8 12.30 2.348 1086.371 0.00 0.829 1.00 0.00 0.00 0 0.00 1.17 0.21782 .048158 0.06 0.280 0.00 1007.49 1083.86 0.431 1084.292 3.8 11.73 2.136 1086.428 0.00 0.829 1.00 0.00 0.00 0 0.00 1.01 0.21782 .042298 0.04 0.280 0.00 1008.50 1084.08 0.447 1084.529 3.8 11.18 1.940 1086.469 0.00 0.829 1.00 0.00 0.00 0 0.00 0.88 0.21782 i .037190 0.03 0.280 0.00 1009.38 1084.27 0.464 1084.737 3.8 10.64 1.759 1086.496 0.00 0.829 1.00 0.00 0.00 0 0.00 0.77 0.21782 , .032706 0.03 0.280 0.00 1010.15 1084.44 0.481 1084.923 3.8 10.76 1.603 1086.526 0.00 0.829 1.00 0.00 0.00 0 0.00 0.68 0.21782 .028764 0.02 0.280 0.00 - 1010.83 1084.59 0.499 1085.088 3.8 9.67 1.452 1086.540 0.00 0.829 1.00 0.00 0.00 0 0.00 0.59 0.21782 .025322 0.01 0.280 0.00 1011.42 1b84.72 0.518 1085.235 3.8 9.22 1.321 1086.556 0.00 0.829 1.00 0.00 0.00 0 0.00 0.51 0.21782 .022330 0.01 0.280 0.00 LICENSEE: R.B.f. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-3" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A3 OFILE:1230A3Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV ' OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR k******* �� **#********** � ** � *** � ***********t �� *** � *** �� ***#******* � ** *�**�***#****�**��****��*********�**�#********t�*****W***�**�** 1011.93 1084.83 0.539 1085.367 3.8 8.80 1.201 1086.568 0.00 0.829 1.00 0.00 0.00 0 0.00 0.44 0.21782 .019711 0.01 0.280 0.00 1012.37 1084.92 0.560 1085.485 3.8 8.39 1.093 1086.578 0.00 0.829 1.00 0.00 0.00 0 0.00 0.39 0.21782 .017399 0.01 0.280 0.00 1012.76 1085.01 0.582 1085.591 3.8 8.00 0.994 1086.585 0.00 0.829 1.00 0.00 0.00 0 0.00 0.33 0.21782 .015384 0.01 0.280 0.00 1013.09 1085.08 0.606 1085.686 3.8 7.63 0.904 1086.590 0.00 0.829 1.00 0.00 0.00 0 0.00 0.27 0.21782 .013625 0.00 0.280 0.00 1013.36 1085.14 0.631 1085.772 3.8 7.28 0.823 1086.595 0.00 0.829 1.00 0.00 0.00 0 0.00 0.24 0.21782 .012078 0.00 0.280 0.00 1013.60 1085.19 0.657 1085.850 3.8 6.93 0.747 1086.597 0.00 0.829 1.00 0.00 0.00 0 0.00 0.19 0.21782 .010733 0.00 0.280 0.00 1013.79 1085.23 0.686 1085.920 3.8 6.61 0.678 1086.598 0.00 0.829 1.00 0.00 0.00 0 0.00 0.15 0.21782 .009569 0.00 0.280 0.00 1013.94 1085.27 0.717 1085.983 3.8 6.30 0.617 1086.600 0.00 0.829 1.00 0.00 0.00 0 0.00 0.11 0.21782 , , .008556 0.00 0.280 0.00 1014.05 1085.29 0.750 1086.040 3.8 6.01 0.561 1086.601 0.00 0.829 1.00 0.00 0.00 0 0.00 0.07 0.21782 .007679 0.00 0.280 0.00 1014.12 1085.31 0.786 1086.091 3.8 5.73 0.510 1086.601 0.00 0.829 1.00 0.00 0.00 0 0.00 0.02 0.21782 .006936 0.00 0.280 0.00 1014.14 1085.31 0.829 1086.139 3.8 5.46 0.463 1086.602 0.00 0.829 1.00 0.00 0.00 0 0.00 JALL ENTRANCE 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-3" CAMPOS VERDES MIDDLE SCHOOL fILE:1230A3 qFILE:1230A3a �TATION INVERT DEPTH W.S. q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER _/ELEM SO SF AVE HF NORM DEPTH ZR e* � ********** �� ** �� ***x ��� ** � ******* � *** ***��****��****���******��**x�W**�******��**�*x��******�w*�**�**�x�****x����******t��**�** 1014.14 1085.31 1.654 1086.964 3.8 0.33 0.002 1086.966 0.00 0.209 8.00 7.00 0.00 0 0.00 FL- _ �io.�3� c�� F 0 5 1 5 P PAGE NO 3 WATER SURfACE PROFILE - TITLE CARD LISTING - EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-4" EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL EADING LINE NO 3 IS - FILE:1230A4 �FILE:1230A4� ATE: 7/20/1998 IME: 17:17 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 , CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROfILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA . STATION INVERT SECT W S ELEV - � - BBff:IIQ - 1083�80 1 1084.51 -^-�� ,.-_ e„ ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1107.15 1084.38 1 0.010 0.00 0.00 2.13 0 ELEMENT NO 3 IS A REACH * * '" U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1240.47 1086.25 1 0.010 0.00 0.00 3.36 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1388.82 1088.33 1 0.010 0.00 0.00 45.00 0 ELEMENT.NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1402.96 1088.67 1 0.010 0.00 0.00 0.00 0 ELEMENT NO b IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1402.96 1088.67 14 0.200 ELEMENT NO 7 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1402.96 1088.67 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i . �ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING S70RM DRAIN LINE "LATERAL A-4" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A4 QFILE:1230A4Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r*�*********t**�**tx�xxx��*******���x���x�*��*****************x��**�*********�*�������****����**tt************��xx***************** 1000.00 1083.00 1.510 1084.510 3.1 3.95 0.242 1084.752 0.00 0.755 1.00 0.00 0.00 0 0.00 59.80 0.01288 .004480 0.27 0.550 0.00 1059.80 1083.77 1.000 1084.770 3.1 3.95 0.242 1085.012 0.00 0.755 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1059.80 1083.77 0.530 1084.300 3.1 7.33 0.834 1085.134 0.00 0.755 1.00 0.00 0.00 0 0.00 , 47.35 0.01288 .014741 0.70 0.550 0.00 1107.15 1084.38 0.530 1084.910 3.1 7.33 0.834 1085.744 0.00 0.755 1.00 0.00 0.00 0 0.00 104.09 0.01403 .014741 1.53 0.530 0.00 1211.24 1085.84 0.530 1086.370 3.1 7.33 0.834 1087.204 0.00 0.755 1.00 0.00 0.00 0 0.00 29.23 0.01403 .014517 0.42 0.530 0.00 1240.47 1086.25 0.535 1086.785 3.1 7.24 0.815 1087.600 0.00 0.755 1.00 0.00 0.00 0 0.00 148.35 0.01402 .013807 2.05 0.530 0.00 1388.82 1088.33 0.547. 1088.877 3.1 7.06 0.774 1089.651 0.00 0.755 1.00 0.00 0.00 0 0.00 3.20 0.02405 ; .012727 0.04 0.450 0.00 1392.02 1088.41 0.562 1088.969 3.1 6.81 0.721 1089.690 0.00 0.755 1.00 0.00 0.00 0 0.00 3.37 0.02405 .011433 0.04 0.450 0.00 13g5.39 1088.49 0.585 ! 1089.073 3.1 6.50 0.656 1089.729 0.00 0.755 1.00 0.00 0.00 0 0.00 2.62 0.02405 .010109 0.03 0.450 0.00 1398.01 1088.55 0.608 1089.159 3.1 6.19 0.595 1089.754 0.00 0.755 1.00 0.00 0.00 0 0.00 1.93 0.02405 .008945 0.02 0.450 0.00 1399.94 1088.60 0.633 1089.230 3.1 5.90 0.541 1089.771 0.00 0.755 1.00 0.00 0.00 0 0.00 1.38 0.02405 .007935 0.01 0.450 0.00 I�ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROfILE LISTING STORM DRAIN LINE "LATERAL A-4" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A4 �FILE:1230A4� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR �*****w����****�*****����************���**x*******************�**��***�**************�*****************�������****����***��**�*��** 1401.32 1088.63 0.660 1089.291 3.1 5.63 0.492 1089.783 0.00 0.755 1.00 0.00 0.00 0 0.00 0.93 0.02405 .007057 0.01 0.450 0.00 1402.25 1088.65 0.689 1089.342 3.1 5.35 0.447 1089.789 0.00 0.755 1.00 0.00 0.00 0 0.00 0.54 0.02405 .006292 0.00 0.450 0.00 1402.79 1088.67 0.720 1089.386 3.1 5.12 0.406 1089.792 0.00 0.755 1.00 0.00 0.00 0 0.00 0.17 0.02405 .005620 0.00 0.450 0.00 1402.96 1088.67 0.755 1089.425 3.1 4.87 0.369 1089.794 0.00 0.755 1.00 0.00 0.00 . 0 0.00 WALL ENTRANCE 0.00 1402.96 1088.67 1.369 1090.039 3.1 0.32 0.002 1090.041 0.00 0.183 4.00 7.00 0.00 0 0.00 �� = �Z_�� a�. F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING EADING LINE NO 1 IS - STORM DRAIN IINE "LAT A-5° �EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL ;EADING LINE NO 3 IS - FILE:1230A5 QFILE:1230A5� �A7E: 7/21/1998 - IME: 11:20 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(b) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 _ 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 0.67 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CO 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 0 0.00 4.45 2.00 0.00 .0.00 0.00 CD 14 3 0 0.00 2.69 2.00 0.00 0.00 0.00 CD 15 3 0 0.00 6.52 2.00 0.00 0.00 0.00 CD 16 3 0 0.00 6.44 2.00 0.00 0.00 0.00 CD 17 3 0 0.00 6.36 2.00 0.00 0.00 0.00 CD 18 3 0 0.00 6.06 2.00 0.00 0.00 0.00 CD 19 3 0 0.00 5.03 2.00 0.00 0.00 0.00 CD 20 3 0 0.00 4.90 2.00 0.00 0.00 0.00 CD 21 3 0 0.00 4.49 2.00 0.00 0.00 0.00 CD 22 3 0 0.00 4.16 2.00 0.00 0.00 0.00 CD 23 3 0 0.00 3.93 2.00 0.00 0.00 0.00 , � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROfILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 989.43 1083.87 3 1085.90 ELEMENT NO 2 IS A REACH * * '� U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1037.10 1089.50 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1037.10 1089.50 13 0.200 C.('�. �-S * * * ELEMENT NO 4 IS A JUNCTION * "� * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1037.77 1089.60 13 2 0 0.014 0.5 0.0 1089.60 0.00 90.00 0.00 ELEMENT NO 5 IS A REACH * �` * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.44 1089.61 13 0.014 0.00 0.00 0.00 0 ELEMENT NO b IS A WALL EXIT * U/S DATA STATION INVERT SECT 1038.44 1089.61 3 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1073.54 1089.77 3 0.010 0.00 0.00 45.00 0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1110.81 1089.95 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 9 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1110.81 1089.95 15 0.200 ELEMENT NO 10 IS A JUNCTIaN G '�'" �� " '� * � * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1111.48 1089.96 15 2 0 0.014 0.3 0.0 1089.96 O.DO 90.00 0.00 ELEMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1112.15 1089.97 15 0.014 0.00 0.00 0.00 0 ELEMENT NO 12 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1112.15 1089.97 3 f 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A JUNCTION � *f°" * * * "� "` * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1118.78 1090.00 3 5 0 0.010 0.4 0.0 1091.17 0.00 90.00 0.00 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1162.74 1090.22 3 0.010 0.00 0.00 33.75 0 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1202.07 1090.41 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 16 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1202.07 1090.41 16 0.200 ELEMENT NO 17 IS A JUNCTION � '�'* � ��� * '� "` * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1202.74 1090.42 16 2 0 0.014 0.8 0.0 1090.42 0.00 90.00 0.00 ELEMENT NO 18 IS A REACH * * * U/S DATA _ STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1203.41 1090.43 16 0.014 0.00 0.00 0.00 0 ELEMENT NO 19 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1203.41 1090.43 3 ELEMENT NO 20 IS A REACH * * '� U/S DATA STATION 1NVERT SECT N RADIUS ANGLE ANG PT MAN H 1210.74 1090.46 3 0.010 0.00 0.00 45.00 0 ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 12Z2.05 1090.51 3 0.010 0.00 0.00 45.00 0 ELEMENT NO 22 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1247.26 1090.63 3 0.010 0.00 0.00 30.00 0 ELEMENT NO 23 IS A JUNCTION �,�� *� ^ S•2- * * * " * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 43 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1279.45 1090.80 3 5 0 0.010 0.4 0.0 1091.97 0.00 90.00 0.00 F 0 5 1 5 P PAGE NO 4 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 24 IS A JUNCTION L-���*� � * * '" * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1322.45 1091.00 3 5 0 0.010 1.5 0.0 1091.12 0.00 45.00 0.00 ELEMENT NO 25 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 1324.45 1091.25 3 0.010 ELEMENT NO 26 IS A JUNCTION L�C�*�-�'j,�- '" * * * �` U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1390.38 1091.57 2 5 0 0.010 0.1 0.0 1092.05 0.00 90.00 0.00 ELEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1394.45 1091.60 2 0.010 0.00 0.00 11.25 0 ELEMENT NO 28 IS A REACH * * * - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1427.43 1091.76 2 0.010 0.00 0.00 11.25 0 ELEMENT NO 29 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1449.33 1091.87 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 30 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1449.33 1091.87 19 0.200 c _4 . �a s .3 ELEMENT NO 31 IS A JUNCTION * * '` * * * � U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1451.33 1091.88 19 0 0 0.014 0.1 0.0 1091.88 0.00 90.00 0.00 ELEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1453.33 1091.89 19 0.014 0.00 0.00 0.00 0 ELEMENT NO 33 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1453.33 1091.89 2 F 0 5 1 5 P PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 34 IS A REACH * * " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1482.33 1092.04 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 35 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1482.33 1092.04 20 0.200 C.� ELEMENT NO 36 IS A JUNCTION ��*�"S•� * '� * "` * U/S DATA STATIbN INVERT SECT LAT-1 LAT-2 N Q3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1484.33 1092.05 20 5 0 0.014 0.2 0.0 1092.34 0.00 90.00 0.00 ELEMENT NO 37 IS A REACN * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1486.33 1092.06 20 0.014 0.00 0.00 0.00 0 ELEMENT NO 38 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1486.33 1092.06 2 ELEMENT NO 39 IS A JUNCTION L{�. *� �S•�* * '� * '� : * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PfiI 4 1499.29 1092.13 2 5 0 0.010 0.1 0.0 1092.42 0.00 45.00 0.00 ELEMENT NO 40 IS A REACN * * '� U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1536.14 1092.31 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 41 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1536.14 1092.31 21 0.200 ELEMENT NO 42 IS A JUNCTION ��• �� *� �` * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1538.14 1092.32 21 1 1 0.014 0.6 2.4 1092.32 1092.56 90.00 90.00 ELEMENT NO 43 1S A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1540.14 1092.33 21 0.014 0.00 0.00 0.00 0 ELEMENT NO 44 IS A WALL EXIT * � U/S DATA STATION INVERT SECT 1540.14 1092.33 2 F 0 5 1 5 P PAGE NO 6 WATER SURFACE PROfILE - ELEMENT CARD LISTING =LEMENT NO 45 IS A JUNCTION ��- � " '� * * � � U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1568.95 1092.47 2 5 0 0.010 0.1 0.0 1092.76 0.00 90.00 0.00 ELEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1590.69 1092.58 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 47 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1590.69 1092.58 22 0.200 ELEMENT NO 48 IS A JUNCTION c * P"�7 * * * * * * U/S DATA STATION INVfRT SECT.LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1592.96 1092.59 22 1 0 0.014 0.3 0.0 1092.59 0.00 90.00 0.00 ELEMENT NO 49 IS A REACH '� * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1594.69 1092.60 22 0.014 0.00 0.00 0.00 0 ELEMENT NO 50 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1594.69 1092.60 2 ELEMENT NO 51 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1639.26 1092.81 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 52 IS A WALL ENTRANCE '� U/S DATA STATION INVERT SECT FP 1639.26 1092.81 23 0.200 ELEMENT NO 53 IS A JUNCTION C,g. ��S•� * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N �3 Q4 INVERT-3 INVERT-4 PHI 3 PH1 4 1639.93 1093.10 23 1 0 0.014 0.8 0.0 1093.10 0.00 90.00 0.00 ELEMENT NO 54 IS A REACH * '� "` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1640.59 1093.39 23 0.014 0.00 0.00 0.00 0 ELEMENT NO 55 IS A WALL EXIT '� U/S DATA STATION INVERT SECT 1640.59 1093.39 5 \, F 0 5 1 5 P PAGE NO 7 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 56 IS A REACH * "` "` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1693.93 1093.66 5 0.010 0.00 0.00 28.00 0 ELEMENT NO 57 IS A REACH * * '� U/S DATA STATION INVERT SECT N RADIUS ANGL�E ANG PT MAN H 1715.45 1093.77 5 0.010 0.00 0.00 62.00 0 ELEMENT NO 58 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1761.80 1094.00 5 0.010 0.00 0.00 0.00 0 ELEMENT NO 59 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP. 1761.80 1094.00 14 0.200 ELEMENT NO 60 IS A SYSTEM HEADWORKS C-�• �� �'� * U/S DATA STATION INVERT SECT • W S ELEV 1761.80 1094.00 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ! ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE ] WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 QFILE:1230A5� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO . SF AVE HF NORM DEPTH ZR *********��***���*********************��********x��*******�******************����*****x*�************xx�****�****************x*�** 989.43 1083.87 0.499 1084.369 9.0 17.48 4.742 1089.111 0.00 1.161 1.50 0.00 0.00 0 0.00 8.46 0.11810 .071371 0.60 0.440 0.00 997.89 1084.87 0.516 1085.385 9.0 16.70 4.329 1089:714 0.00 1.161 1.50 0.00 0.00 0 0.00 6.77 0.11810 .062649 0.42 0.440 0.00 1004.66 1085.67 0.534 1086.202 9.0 15.93 3.940 1090.142 0.00 1.161 1.50 0.00 0.00 0 0.00 5.36 0.11810 .054900 0.29 0.440 0.00 1010.02 1086.30 0.553 1086.854 9.0 15.18 3.577 1090.431 0.00 1.161 1.50 0.00 0.00 0 0.00 4.36 0.11810 .048143 0.21 0.440 0.00 1014.38 1086.82 0.573 1087.390 9.0 14.47 3.251 1090.641 0.00 1.161 1.50 0.00 0.00 0 0.00 3.62 0.11810 .042243 0.15 0.440 0.00 1018.00 1087.24 0.594 1087.838 9.0 13.80 2.959 1090.797 0.00 1.161 1.50 0.00 0.00 0 0.00 3.04 0.11810 .037087 0.11 0.440 0.00 1021.04 1087.60 0.616 1088.220 9.0 13.16 2.688 1090.908 0.00 1.161 1.50 0.00 0.00 0 0.00 . i 2.60 0.11810 .032558 0.08 0.440 0.00 1023.64 1087.91 0.638 1088.549 9.0 12.55 2.447 1090.996 0.00 1.161 1.50 0.00 0.00 0 0.00 2.22 0.11810 .028594 0.06 0.440 0.00 1025.86 1088.17 0.662 1088.834 9.0 11.97 2.224 1091.058 0.00 1.161 1.50 0.00 0.00 0 0.00 1.90 0.11810 .025140 0.05 0.440 0.00 1027.76 1088.40 0.687 1089.084 9.0 11.41 2.020 1091.104 0.00 1.161 1.50 0.00 0.00 0 0.00 1.65 0.11810 .022102 0.04 0.440 0.00 1029.41 1088.59 0.712 1089.304 9.0 10.87 1.835 1091.139 0.00 1.161 1.50 0.00 0.00 0 0.00 1.42 0.11810 .019437 0.03 0.440 0.00 :CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 aFILE:1230A5Q , 3TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR * ***�xx*************�**********��********�*x�****����*****����********��****************��****�************��***********�******��* 1030.83 1088.76 0.739 1089.498 . 9.0 10.37 1.669 1091.167 0.00 1.161 1.50 0.00 0.00 0 0.00 1.23 0.11810 .017112 0.02 0.440 0.00 1032.06 1088.90 0.767 1089.671 9.0 9.88 1.516 1091.187 0.00 1.161 . 1.50 0.00 0.00 0 0.00 1.04 0.11810 .015078 0.02 0.440 0.00 1033.10 1089.03 0.797 1089.825 9.0 9.42 1.379 1091.204 0.00 1.161 1.50 0.00 0.00 0 0.00 0.90 0.11810 .013298 0.01 0.440 0.00 1034.00 1089.13 0.828 1089.962 9.0 8.98 1.253 1091.215 0.00 1.161 1.50 0.00 0.00 0 0.00 0.76 0.11810 .011738 0.01 0.440 0.00 1034.76 1089.22 0.861 1090.085 9.0 8.57 1.141 1091.226 0.00 1.161 1.50 0.00 0.00 0 0.00 0.64 0.11810 .010376 0.01 0.440 0.00 1035.40 1089.30 0.896 1090.195 9.0 8.17 1.036 1091.231 0.00 1.161 1.50 0.00 0.00 0 0.00 0.53 0.11810 .009185 0.00 0.440 0.00 1035.93 1089.36 0.933 1090.294 9.0 7.79 0.943 1091.237 0.00 1.161 1.50 0.00 0.00 0 0.00 0.42 0.11810 .008142 0.00 0.440 � 0.00 1036.35 1089.41 0.972 1090.384 9.0 7.43 0.856 1091.240 0.00 1.161 1.50 0.00 0.00 0 0.00 0.33 0.11810 .007227 0.00 0.440 0.00 1036.68 1089.45 1.013 1090.464 9.0 7.08 0.779' 1091.243 0.00 ' 1.161 1.50 0.00 0.00 0 0.00 0.23 0.11810 .006431 0.00 0.440 0.00 1036.91 1089.48 1.058 1090.536 9.0 6.75 0.708 1091.244 0.00 1.161 1.50 0.00 0.00 0 0.00 0.14 0.11810 .005745 0.00 0.440 0.00 1037.05 1089.49 1.107 1090.601 9.0 6.44 0.644 1091.245 0.00 1.161 1.50 0.00 0.00 0 0.00 0.05 0.11810 .005147 0.00 0.440 0.00 _ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 QFILE:1230A5Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r*�****��*��**************�*���**********�x*****�****���***�xx�*********��******x��***�**************x����****�����************�*** 1037.10 1089.50 1.161 1090.661 9.0 6.13 . 0.584 1091.245 0.00 1.161 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1037.10 1089.50 1.997 1091.497 9.0 2.25 0.079 1091.576 0.00 0.857 4.45 2.00 0.00 0 0.00 JUNCT STR 0.14925 C,g, �_ S .000773 0.00 , 0.00 1037.77 1089.60 1.908 1091.508 8.5 2.23 0.077. 1091.585 0.00 0.825 4.45 2.00 0.00 0 0.00 0.67 0.01493 �� -� 4 � ���' .000777 0.00 0.620 0.00 1038.44 1089.61 1.898 1091.508 8.5 2.24 0.078 1091.586 0.00 0.825 4.45 2.00 0.00 0 0.00 WALL EXIT 0.00 1038.44 1089.61 1.898 1091.508 8.5 4.81 0.359 1091.867 0.00 1.129 1.50 0.00 0.00 0 0.00 35.10 0.00456 .003874 0.14 1.130 0.00 1073.54 1089.77 1.927 1091.697 8.5 4.81 0.359 1092.056 0.00 1.129 1.50 0.00 0.00 0 0.00 37.27 0.00483 .003874 0.14 1.110 0.00 1110.81 1089.95 1.892 1091.842 8.5 4.81 0.359 1092.201 0.00 1.129 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1110.81 1089.95 2.523 1092.473 8.5 1.68 0.044 1092.517 0.00 0.825 6.52 2.00 0.00 0 0.00 JUNC7 STR 0.01493 .000380 0.00 0.00 e.g. 2-s. � 1111.48 1089.96 2.519 1092.479 8.2 1.63 0.041 1092.520 0.00 0.805 ' 6.52 2.00 0.00 0 0.00 - r - G, � °t 4 `�� � � 0.67 0.01493 .000369 0.00 0.603 0:00 1112.15 1089.97 2.509 1092.479 8.2 1.63 0.041 1092.520 0.00 0.805 6.52 2.00 0.00 0 0.00 WALL EXIT 0.00 1112.15 1089.97 2.509 1092.479 8.2 4.64 0.334 1092.813 0.00 1.109 1.50 . 0.00 0.00 0 0.00 JUNCT STR 0.00453 C__.Ea�.(J-S-\ .003435 0.02 0.00 ICENSEE: R.B.F. & ASSOC, - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 �FILE:1230A5a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****��******ww***x***w***�*�******����****************�***���**************���*******��******���****�****xx***�x*�***********�* 1118.78 1090.00 2.565 1092.565 7.8 4.41 0.303 1092.868 . 0.00 1.082 1.50 0.00 0.00 0 0.00 43.96 0.00500 .003263 0.14 1.020 0.00 1162.74 1090.22 2.523 1092.743 7.8 4.41 0.303 1093.046 0.00 1.082 1.50 0.00 0..00 0 0.00 39.33 0.00483 .003263 0.13 1.040 0.00 1202.07 1090.41 2.461 1092.871 7.8 4.41 0.303 1093.174 0.00 1.082 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1202.07 1090.41 3.015 1093.425 7.8 1.29 0.026 1093.451 0.00 0.779 6.44 2.00 0.00 0 0.00 1UNCT S7R 0.01493 � � � -S �, .000197 0.00 0.00 1202.74 1090.42 3.015 1093.435 7.0 1.16 0.021 1093.456 0.00 0.725 6.44 2.00 0.00 0 0.00 �1 = 1� .2 � O �L. 0.67 0.01493 .000176 0.00 0.540 0.00 1203.41 1090.43 3.005 1093.435 7.0 1.16 0.021 1093.456 0.00 0.725 6.44 2.00 0.00 0 0.00 WALL EXIT 0.00 1203.41 1090.43 3.006 1093.436 7.0 3.96 0.244 1093.680 0.00 1.024 1.50 0.00 0.00 0 0.00 7.33 0.00409 � .002628 0.02 1.020 0.00 1210.74 1090.46 3.031 1093.491 7.0 3.96 0.244 1093.735 0.00 1.024 1.50 0.00 0.00 0 0.00 11.31 0.00442 .002628 0.03 0.990 0.00 1222.05 1090_51 3.047 1093.557 7.0 3.96 0.244 1093.801 0.00 1.024 1.50 0.00 0.00 0 0.00 25.21 0.00476 .002628 0.07 0.960 0.00 1247.26 1090.63 3.018 1093:648 7.0 3.96 0.244 1093.892 0.00 . 1.024 1.50 0.00 0.00 0 0.00 JUNCT STR 0.00528 �� �� S .002482 0.08 0.00 1279.45 1090.80 2.982 1093.782 6.6 3.74 0.217 1093.999 0.00 0.994 1.50 0.00 0.00 0 0.00 JUNCT STR 0.00465 �'� � S '� .001865 0.08 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 �FILE:1230A5Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****���***************���****�************�x���****************���*********x�********�************�*�***��*�*************���**�*** 1322.45 1091.00 2.957 1093.957 5.1 2.89 0.129 1094.086 0.00 0.869 1.50 0.00 0.00 0 0.00 �RANS STR 0.12500 .001395 0.00 0.00 1324.45 1091.25 2.710 1093.960 5.1 2.89 0.129 1094.089 0.00 0.869 1.50 0.00 0.00 0 0.00 JUNCT S7R 0.00485 .002470 0.16 0.00 �- e-- S_ 4 1390.38 1091.57 2.436 1094.006 5.0 4.07 0.258 1094.264 0.00 0.907 1.25 0.00 0.00 0 0.00 4.07 0.00737 .003545 0.01 0.760 0.00 1394.45 1091.60 2.430 1094.030 5.0 4.07 0.258 1094.288 0.00 0.907 1.25 0.00 0.00 0 0.00 32.98 0.00485 .003545 0.12 0.890 0.00 1427.43 1091.76 2.396 1094.156 5.0 4.07 0.258 1094.414 0.00 0.907 1.25 0.00 0.00 0 0.00 21.90 0.00502 .003545 0.08 0.880 0.00 1449.33 1091.87 2.364 1094.234 5.0 4.07 0.258 1094.492 0.00 0.907 1.25 0.00 0.00 0 0.00 WALL ENTRANCE � 0.00 1449.33 1091.87 2.856 1094.726 5.0 0.88 0.012 1094.738 0.00 0.579 5.03 2.00 0.00 0 0.00 JUNCT STR 0.00500 �. 6 .000100 0.00 0.00 p -5. 3 1451.33 1091.88 2.846 1094.726 4.9 0.86 0.012 1094.738 0.00 0.571 5.03 2.00 0.00 0 0.00 2.00 0.00500 �� _�� "`�`� D` � .000098 0.00 0.620 0.00 1453.33 1091.89 2.837 1094.727 4.9 0.86 0.012' 1094.739 0.00 0.571 5.03 2.00 0.00 0 0.00 WALL EXIT 0.00 1453.33 1091.89 2.837 1094.727 4.9 3.99 0.248 1094.975 0.00 0.898 1.25 0.00 0.00 0 0.00 29.00 0.00517 .003405 0.10 0.850 0.00 1482.33 1092.04 2.786 1094.826 4.9 3.99 0.248 1095.074 0.00 0.898 1.25 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 6 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 QFILE:1230A5� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM ZR *�x************************�*******���*****x******************�********xxx�***��***x*************x**����*****�****�*************** 1482.33. 1092.04 3.264 1095.304 4.9 0.75 0.009 1095.313 0.00 0.571 4.90 2.00 0.00 0 0.00 IUNCT STR 0.00500 ��_ � S � 4 000069 0.00 0.00 � 1484.33 1092.05 3.255 1095.305 4.7 0.72 0.008 1095.313 0.00 0.556 4.90 2.00 0.00 0 0.00 2. 00 0. 00500 �CC'� _� b•�� � K- . 000067 0. 00 0.600 0. 00 1486.33 .1092.06 3.245 1095.305 4.7 0.72 0.008 1095.313 0.00 0.556 4.90 2.00 0.00 0 0.00 WALL EXIT 0.00 1486.33 1092.06 3.246 1095.306 4.7 3.83 0.228 1095.534 0.00 0.879 1.25 0.00 0.00 0 0.00 JUNCT STR 0.00540 � �_ S_� .003066 0.04 0.00 1499.29 1092.13 3.234 1095.364 4.6 3.75 0.218 1095.582 0.00 0.869 1.25 0.00 0.00 0 0.00 36.85 0.00488 .003000 0.11 0.830 0.00 1536.14 1092.31 3.165 1095.475 4.6 3.75 0.218 1095.693 0.00 0.869 1.25 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1536.14 1092.31 3.589 1095.899 4.6 . 0.64 0.006 1095.905 0.00 0.548 4.49 2.00 0.00 0 0.00 JUNCT STR 0.00500 ���' _(� _ S;1 C 000029 0.00 0.00 6 P-S.c� 1538.14 1092.32 3.590 1095.910 1.6 0.22 0.001 1095.911 0.00 0.271 4.49 2.00 0.00 0 0.00 2.00 0.00500 �� � �� � � �" .000006 0.00 0.290 0.00 1540.14 1�092.33 3.580 1095.910 1.6 0.22 0.001 1095.911 0.00 0.271 4.49 2.00 0.00 0 0.00 WALL EXIT 0.00 1540.14 1092.33 3.581 1095.911 1.6 1.30 0.026 1095.937 0.00 0.502 1.25 0.00 . 0.00 0 0.00 JUNCT S7R 0.00486 �� (, �S- u .000341 0.01 0.00 1568.95 1092.47 3.457 1095.927 1.5 1.22 0.023 1095.950 0.00 0.485 1.25 0.00 0.00 0 0.00 21.74 0.00506 .000319 0.01 0.420 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 7 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A-5" ' CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 QFILE:1230A5� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR : � ** � *xx � ** ******��***����**********���x�****�*****��**xx***�*x*x****�x***��x***�****************�******���***** x � x �� ** � ****** � **** 1590.69 1092.58 3.354 1095.934 1.5 1.22 0.023 1095.957 0.00 0.485 1.25 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1590.69 1092.58 3.399 1095.979 1.5 0.22 0.001 1095.980 0.00 0.260 4.16 2.00 0.00 0 0.00 JUNCT STR 0.00441 .000005 0.00 0.00 c . 6. P - S.'� 1592.96 1092.59 3.389 1 1.2 0.18 0.000 1095.979 0.00 0.224 4.16 2.00 0.00 0 0.00 1.73 0.00578 �-� ' ��O � �` �`� .000004 0.00 0.230 0.00 1594.69 1092.60 3.380 1095.980 1.2 0.18 0.000 1095.980 0.00 0.224 4.16 2.00 0.00 0 0.00 WALL EXIT 0.00 1594.69 1092.60 3.380 1095.980 1.2 0.98 0.015 1095.995 0.00 0.432 1.25 0.00 0.00 0 0.00 44.57 0.00471 .000204 0.01 0.380 0.00 1639.26 1092.81 3.179 1095.989 1.2 0.98 0.015 1096.004 0.00 0.432 1.25 0.00 0.00 0 0.00 WALI ENTRANCE 0.00 1639.26 1092.81 3.208 1096.018 1.2 0.19 0.001 1096.019 0.00 0.224 3.93 2.00 0.00 0 0.00 JUNCT STR 0.43284 ! .000002 0.00 0.00 C •d �-S. � 1639.93 1093.10 2.919 1096.019 0.4 0.07 0.000 1096.019 0.00 0.108 3.93 2.00 0.00 0 0.00 0.31 0.43939 � �'� - � � �� ��" .000001 0.00 0.010 0.00 1640:24 1093.24 2.783 1096.019 0.4 0.07 0.000 1096.019 0.00 0.108 3.93 2.00 0.00 0 0.00 0.29 0.43939 .000001 0.00 0.010 0.00 1640.53 1093.37 2.654 1096.019 0.4 0.08 0.000 1096.019 0.00 0.108 3.93 2.00 0.00 0 0.00 0.06 0.43939 .000001 0.00 0.010 0.00 1640.59 1093.39 2.629 1096.019 0.4 0.08 0.000 1096.019 0.00 0.108 3.93 2.00 0.00 0 0.00 WALL EXIT 0.00 _ICENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 8 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LAT A'S" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5 �FILE:1230A5Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ***** ******,r********,r*,�xx*********�*******,r,�*************,r****** , r , �******** , r****v�*** , rx , ��*********** , �******** , r , r , �***** , �******* ,r **�**** 1640.59 1093.39 2.630 1096.020 0.4 1.13 0.020 1096.040 0.00 0.294 0.67 0.00 0.00 0 0.00 53.34 0.00506 .000631 0.03 0.260 0.00 1693.93 1093.66 2.396 1096.056 0.4 1.13 0.020 1096.076 0.00 0.294 0.67 0.00 0.00 0 0.00 21.52 0.00511 .000631 0.01 0.260 0.00 1715.45 1093.77 2.303 1096.073 0.4 1.13 0.020 1096.093 0.00 0.294 0.67 0.00 0.00 0 0.00 46.35 0.00496 .000631 0.03 0.260 0.00 1761.80 1094.00 2.102 1096.102 0.4 1.13 0.020 1096.122 0.00 0.294 0.67 0.00 0.00 0 0.00 WALL ENTRANCE L + �� Q_ s� 0.00 1761.80 1094.00 2.142 1096.142 0.4 0.09 0.000 1096.142 0.00 0.108 2.69 2.00 0.00 0 0.00 "'�'�` � �Co . �� Q� �. � �a, _ s F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.1" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A51 QFILE:1230A51Q � �ATE: 7/21/1998 rlMe: 11:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 0.67 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 3.35 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1091.17 3 1092.57 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.11 1091.55 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1038.11 1091.55 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1038.11 1091.55 14 0.00 �0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS INVERT ELEVATION IN HDWKDS; W.S.ELEV = INV + DC � � � _ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROfILE LISTING STORM DRAIN LINE "LATERAL A-5.1" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A51 QFILE:1230A51� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR- k***#**t***��**************�t*********��**�*********�**#***#*�*�*****��**t*****#*t*����***���****���**���******#��***�#t*****�*#*�* � 1000.00 1091.17 1.400 1092.570 0.4 1.13 0.020 1092.590 0.00 0.294 0.67 0:00 0.00 0 0.00 38.11 0.00997 .000631 0.02 0.210 0.00 1038.11 1091.55 1.044 1092.594 0.4 1.13 0.020 1092.614 0.00 0.294 0.67 0.00 0:00 0 0.00 WALL ENTRANCE 0.00 1038.11 1091.55 1.082 1092.632 0.4 0.28 0.001 1092.633 0.00 0.141 3.35 1.33 0.00 0 0.00 rt� � � 4_q� a� F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.2" EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL EADING LINE NO 3 IS - FILE:1230A5.2 �FILE:1230A5.2� i 47E: 7/21/1998 IME: 11:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS. WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 . CD 3 4 0.67 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.86 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 4.69 1.33 0.00 0.00 0.00 CD 16 3 0 0.00 4.54 1.33 0.00 0.00 0.00 i F 0 5 1 5 P ' PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING �LEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1091.97 3 1093.78 =LEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N � RADIUS ANGLE ANG PT MAN H 1020.34 1092.17 3 0.010 0.00 0.00 0.00 0 �LEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1020.34 1092.17 14 0.200 ELEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 �4 INVERT-3 INVERT-4 PHI 3 PHI 4 1021.00 1092.18 14 1 0 0.014 0.1 0.0 1092.18 0.00 90.00 0.00 ZC\ : '`�1�1.'� 4 c �L ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1021.67 1092.19 14 0.014 0.00 0.00 0.00 0 ELEMENT NO 6 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1021.67 1092.19 3 ELEMENT NO 7 IS A REACN * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.33 1092.33 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 8 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1036.33 1092.33 15 0.200 ELEMENT NO 9 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1037.00 1092.34 15 1 0 0.014 0.1 0.0 1092.34 0.00 90.00 0.00 '�� _ �1.'n 4 a►C., ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1037.67 1092.35 15 0.014 0.00 0.00 0.00 0 ELEMENT NO 11 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1037.67 1092.35 3 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING cLEMENT NO 12 IS A REACH * * '� U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1052.33 1092.49 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 13 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP � 1052.33 1092.49 16 0.200 ELEMENT NO 14 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1052.33 1092.49 16 0.00 0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING * WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC _ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.2" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.2 QFILE:1230A5.2Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR .***x�***���x�******************��********x�*�***��***�******�********************�*********��****x�************�*******��***���*** 1000.00 1091.97 1.810 1093.780 0.6 1.70 0.045 1093.825 0.00 0.364 0.67 0.00 0.00 0 0:00 20.34 0.00983 .001420 0.03 0.300 0.00 1020.34 1092.17 1.639 1093.809 0.6 1.70 0.045 1093.854 0.00 0.364 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1020.34 1092.17 1.727 1093.897 0.6 0.26 0.001 1093.898 0.00 0.185 4.86 1.33 0.00 0 0.00 JUNCT STR 0.01515 .000013 0.00 0.00 1021.00 1092.18 1.717 1093.897 0.5 0.22 0.001 1093.898 0.00 0.164 4.86 1.33 0.00 0 0.00 �� _ ��1-a�1- 01C.. 0.67 0.01493 .000011 0.00 0.120 0.00 1021.67 1092.19 1.707 1093.897 0.5 0.22 0.001 1093.898 0.00 0.164 4.86 1.33 0.00_ 0 0.00 WALL EXIT 0.00 1021.67 1092.19 1.708 1093.898 0.5 1.42 0.031 1093.929 0.00 0.331 0.67 0.00 0.00 0 0.00 14.66 0.00955 .000986 0.01 0.250 0.00 1036.33 1092.33 1.582 1093.912 0.5 1.42 0.031 1093.943 0.00 0.331 0.67 0.00 0.00 0 0.00 WALL ENTRANCE , 0.00 1036.33 1092.33 1.643 1093.973 0.5 0.23 0.001 1093.974 0.00 0.164 4.69 1.33 0.00 0 0.00 JUNCT STR 0.01493 .000010 0.00 0.00 ]037.00 1092.34 1.634 1093.974 0.4 0.18 0.001 1093.975 0.00 0.141 4.69 1.33 0.00 0 0.00 � G� _ �'� _a 4- a�L 0.67 0.01493 .000008 0.00 0.100 0.00 1037.67 1092.35 1.624 1093.974 0.4 0.19 0.001 1093.975 0.00 0.141 4.69 1.33 0.00 0 0.00 WALL EXIT 0.00 1037.67 1092.35 1.625 1093.975 0.4 1.13 0.020 1093.995 0.00 0.294 0.67 0.00 0.00 0 0.00 14.66 0.00955 .000631 0.01 0.210 0.00 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.2" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.2 aFILE:1230A5.2Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO Sf AVE HF NORM DEPTH ZR :*******�*�******************�**************************w������****������***���*���x�*****x**********************�����************** 1052.33 1092.49 1.494 1093.984 0.4 1.13 0.020 1094.004 0.00 0.294 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1052.33 1092.49 1.533 1094.023 0.4 0.20 0.001 1094.024 0.00 0.141 4.54 1.33 0.00 0 0.00 � C� _ �'1 . t� 4 a !C. -- V �. � F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.3" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A5.3 QFILE:1230A5.3Q � �A7E: - 7/Z1/1998 iIME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 0.67 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD, 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.32 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 . , ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1091.12 1 1094.00 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.25 1092.48 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1045.25 1092.48 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1045.25 1092.48 14 0.00 !0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING '* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC .��. . . I�C€NS�E: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.3" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.3 aFILE:1230A5.3a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR : * �F**aF�c*ic * Y� * * * * **�k ytYt** * *aF***YtYtYe ye tk tF Yc * ***aFaF ik yCyr* tk ***aF * �k * iF * * * * ****lrytyttttklklk * *** * * ye ytytyctk*t�f f�f* * * * *W ytyt****�t �tYt** it Ye �k �' * * * **1r tk *****ik *** * * tklt*** **�k �t 1000.00 1091.12 2.880 1094.000 1.5 4.25 0.280 1094.280 0.00 0.573 0.67 0.00 0.00 0 0.00 45_25 0.03005 .008878 0.40 0.340 0.00 1045.25 1092.48 1.922 1094.402 1.5 4.25 0.280 1094.682 0.00 0.573 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1045.25 1092.48 2.478 1094.958 1.5 0.46 0.003 1094.961 0.00 0.341 4.32 1.33 0.00 0 0.00 � �'� - �1" p �L `�5, °�� ! F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.4" EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL EADING LINE NO 3 IS - FILE:1230A5.4 �FILE:1230A5.40 �ATE: 7/21/1998 IME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 0.67 � CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.28 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 . � , F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.05 1 1094.05 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1032.77 1092.70 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1032.77 1092.70 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1032.77 1092.70 14 0.00 10 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING * WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS 1NVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.4" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.4 QFILE:1230A5.4� :TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER /ELEM SO SF AVE HF NORM DEPTH ZR ****************�***************************�*�x***�*********�*��*��**********************��*��***************w�*�******��******* 1000.00 1092.05 2.000 1094.050 0.2 0.57 0.005 1094.055 0.00 0.205 0.67 0.00 0.00 0 0.00 32.77 0.01983 .000158 0.01 0.100 0.00 1032.77 .1092.70 1.355 1094.055 0.2 0.57 0.005 1094.060 0.00 0.205 0.67 0.00 0.00 0 0.00 JALL ENTRANCE 0.00 1032.77 1092.70 1.365 1094.065 0.2 0.11 0.000 1094.065 0.00 0.089 4.28 1.33 0.00 0 0.00 �'� = 1 � `� 8 c9 � F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING cADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.5" =ADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL EADING LINE NO 3 IS - FILE:1230A5.5 QFILE:1230A5.5Q �ATE: 7/21/1998 �IME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 0.67 CD 2 4 1.Z5 � CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD. 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 ' 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.28 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.34 1 1095.35 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1017.89 1092.70 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1017.89 1092.70 14 0.200 ELEMENT N0. 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1017.89 1092.70 14 0.00 JO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING }* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC � '_ICENSEE: R.B.f. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.5" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.5 �FILE:1230A5.5Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH 2R *****************�������*****�������������*���*��*����*********�********�*�x�xx�x���xx�*�xxxx*�����xxx*******��*�***���********��** 1000.00 1092.34 3.010 1095.350 0.2 0.57 0.005 1095.355 0.00 0.205 0.67 0.00 0.00 0 0.00 17.89 0.02012 .000158 0.00 0.100 0.00 1017.89 1092.70 2.653 1095.353 0.2 0.57 0.005 1095.358 0.00 0.205 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1017.89 1092.70 2.663 1095.363 0.2 0.06 0.000 1095.363 0.00 0.089 4.28 1.33 0.00 0 0.00 `�T�C� = �� _ � 4- o� ' F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING 4EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.6" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL !1EADING LINE NO 3 IS - FILE:1230A5.6 QFILE:1230A5.6Q ATE:' 7/21/1998 IME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(S) Y(b) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 0.67 CD 2 4 1.25 ' CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 . 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.42 1.33 0.00 0.00 0,00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 ! F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.42 1 1095.41 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1005.27 1092.52 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT fP 1005.27 1092.52 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1005.27 1092.52 14 0.00 JO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING '* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ; .ICEtiSEE: R.B.F. & ASSOC. - SAN DIEGO f0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.6" CAMPOS VERDES MIDDLE SCHOOL : FILE:1230A5.6 �FILE:1230A5.6a STATION ' INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r*w���*******�*****�****************�*w���*���*��*�*********�*����****�*****��***wx**�***��*********************�*w****x*�********* 1000.00 1092.42 2.990 1095.410 0.2 0.57 0.005 1095.415 0.00 0.205 0.67 0.00 0.00 0 0.00 5.27 0.01897 .000158 0.00 0.100 0.00 1005.27 1092.52 2.891 1095.411 0.2 0.57 0.005 1095.416 0.00 0.205 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1005.27 1092.52 2.901 1095.421 0.2 0.05 0.000 1095.421 0.00 0.089 4.42 1.33 0.00 0 0.00 '� C� _ � � 9 a o� ; * , . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ;1EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.7" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL �iEADING LINE NO 3 IS - FILE:1230A5.7 aFILE:1230A5.70 1 s , DATE: 7/21/1998 TIME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEf1NITI0N LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 � CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.66 4.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � i � , F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.56 . 1 1095.96 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1094.08 1094.62 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1094.08 1094.62 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT� SECT W S ELEV 1094.08 1094.62 14 0.00 !0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING `* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ! . . _ICENSEE: R_B.f. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.7" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.7 QFILE:1230A5.7Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE Hf NORM DEPTH ZR k***�������*******�������**��*�*****���***�*��****#*###**t*������**w*************��***�**������****����*���********#**���**���*�**W 1000.00 1092.56 3.400 1095.960 2.4 3.06 0.145 1096.105 0.00 0.663 1.00 0.00 0.00 0 0.00 94.08 0.02190 .002685 0.25 0.400 0.00 1094.08 1094.62 1.593 1096.213 2.4 3.06 0.145 1096.358 0.00 0.663 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1094.08 1094.62 1.880 1096.500 2.4 0.32 0.002 1096.502 0.00 0.224 4.66 4.00 0.00 0 0.00 � L = °t �,'l � 01L � DATE: 7/21/1998 TIME: 11:28 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 0.67 CD 2 4 1.25 CD . 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 3.70 1.33 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.76 1 1095.97 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.00 1093.26 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1025.00 1093.26 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1025.00 1093.26 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i '� ' - i.ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-5.8" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A5.8 QFILE:1230A5.8Q STATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH 2R � * vr v� ,r,r,r * *,� �r ,� * * * * * �r * * ,r * * * *,� ,� ,t v� vr w vr x vr vr *,r * vr * * x * * * * * * * * * * * * * * � * �r * * * * * * ,r w * ,r * ,r * * * � * * * � * * * * * � vr �t * * * * vnr,r * * ,� x,�,� * * * � * * * * ,r � ,r w w * * * * *,� * * * * � rr * * *,r,r �r 1000.00 1092.76 3.210 1095.970 0.2 0.57 0.005 1095.975 0.00 0.205 0.67 0.00 0.00 0 0.00 25.00 0.02000 .000158 0.00 0.100 0.00 1025.00 1093.26 2.714 1095.974 0.2 0.57 0.005 1095.979 0.00 0.205 0.67 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1025.00 1093.26 2.724 1095.984 0.2 0.06 0.000 1095.984 0.00 0.089 3.70 1.33 0.00 0 0.00 '�'� = `1, 6 , � 4 nic.. f 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING i1EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-5.8" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL , HEADING LINE NO 3 IS - FILE:1230A5.8 QFILE:1230A5.8Q 1 . F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING EADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-6" EADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL iEADING LINE NO 3 IS - FILE:1230A6 QFILE:1230A6Q A7E: 7/20/1998 IME: 17:29 F0515P WATER SURFACE PROfILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3_50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 2.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1085.67 1 1087.00 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT . N RADIUS ANGLE ANG PT MAN H 1057.61 109Z.20 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1057.61 1092.20 14 0.200 � ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1057.61 1092.20 14 0.00 �0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING k* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-6" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A6 OFILE:1230A6Q STATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.E�. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH. ZR * * * ,r ,r * * * * ,� ,r w ,r * * *,r,r *,t vr * ,r * * x� � x� � ,r * * * * * * * x,� * * �r,r * * �t * * * v� * w * ,r,r,r,r * * * *,r,r,r * t * * * * * * * *,r *,r,r x * * * * * * ,�,� * * * * * * ,� ,r * * * ,r �r * * * * * * * * * * *,r,r * * * * *,� * * *,r,r * * * �r * * ,r 1000.00 1085.67 0.257 1085.927 2.2 13.75 2.936 1088.863 0.00 0.634 1.00 0.00 0.00 0 0.00 19.13 0.11335 .101080 1.93 0.240 0.00 1019.13 1087.84 0.265 1088.104 2.2 13.17 2.695 1090.799 0.00 0.634 1.00 0.00 0.00 0 0.00 9.67 0.11335 .088944 0.86 0.240 0.00 1028.80 1088.93 0.274 1089.209 2.2 12.57 2.454 1091.663 0.00 0.634 1.00 0.00 0.00 0 0.00 5.99 0.11335 .077853 0.47 0.240 0.00 1034.79 1089.61 0.284 1089.898 2.2 11.96 2.220 1092.118 0.00 0.634 1.00 0.00 0.00 0 0.00 4.28 0.11335 .068110 0.29 0.240 0.00 1039.07 1090.10 0.293 1090.392 2.2 11.40 2.018 1092.410 0.00 0.634 1.00 0.00 0.00 0 0.00 3.22 0.11335 .059600 0.19 0.240 0.00 1042.29 1090.46 0.304 1090.768 2.2 10.89 1.842 1092.610 0.00 0.634 1.00 0.00 0.00 0 0.00 2.57 0.11335 .052196 0.13 0.240 0.00 1044.86 1090.76 0.314 1091.069 2.2 10.38 1.672 1092.741 0.00 0.634 1.00 0.00 0.00 0 0.00 ; 2.09 0.11335 .045670 0.10 0.240 0.00 1046.95 1090.99 0.325 1091.317 2.2 9.91 1.525 1092.842 0.00 0.634 1.00 0.00 0.00 0 0.00 1.72 0.11335 .040024 0.07 , 0.240 0.00 1048.67 1091.19 0.337 1091.524 2.2 9.44 1.384 1092.908 0.00 0.634 1.00 0.00 0.00 0 0.00 1.45 0.11335 .035092 0.05 0.240 0.00 1050.12 1091.35 0.349 1091.700 2.2 8.98 1.252 1092.952 0.00 0.634 1.00 0.00 0.00 0 0.00 1.24 0.11335 .030745 0.04 0.240 0.00 1051.36 1091.49 0.361 1091.853 2.2 8.59 1.147 1093.000 0.00 0.634 1.00 0.00 0.00 0 0.00 1.05 0.11335 .026943 0.03 0.240 0.00 �_ICENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROPILE LISTING STORM DRAIN LINE "LATERAL A-6" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A6 �FILE:1230A6� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR. * � * *,r,r * ,r ,� * * * * * * * * * * * * * ,� � ,� * ,� * * * * * * * * * * * ,t * * * * * * * * * ,r,� * * * *,r * � * * * * *,r,r * * * * *,r,r v� ,� ,r w * * * * * * * *,r,r * * * * * * * ,r * ,r * ,� * vr * * * vr * * * ,r * * * * *,� * * * * * * * ,r *,r * x� * * * * ,r * 1052.41 1091.61 0.374 1091.985 2.2 8.18 1.039 1093.024 0.00 0.634 1.00 0.00 0.00 0 0.00 0.90 0.11335 .023643 0.02 0.240 0.00 1053.31 1091.71 0.388 1092.101 2.2 7.80 0.945 1093.046 0.00 0.634 1.00 0.00 0.00 0 0.00 0.78 0.11335 .020754 0.02 0.240 0.00 1054.09 1091.80 0.402 1092.203 2.2 7.43 0.858 1093.061 0.00 0.634 1.00 0.00 0.00 0 0.00 0.66 0.11335 .018220 0.01 0.240 0.00 1054.75 1091.88 0.417 1092.293 2.2 7.10 0.782 1093.075 0.00 0.634 1.00 0.00 0.00 0 0.00 0.58 0.11335 .016000 0.01 0.240 0.00 1055.33 1091.94 0.432 1092.373 2.2 6.77 0.712 1093.085 0.00 0.634 1.00 0.00 0.00 0 0.00 0.48 0.11335 .014052 0.01 0.240 0.00 1055.81 1092.00 0.448 1092.444 2.2 6.45 0.646 1093.090 0.00 0.634 1.00 0.00 0.00 0 0.00 0.42 0.11335 .012355 0.01 0.240 0.00 1056.23 1092.04 0.465 1092.508 2.2 6.15 0.586 1093.094 0.00 0.634 1.00 0.00 0.00 0 0.00 ; 0.35 0.11335 .010864 0.00 0.240 0.00 1056.58 1092.08 0.482 1092.565 2.2 5.87 0.534 1093.099 0.00 0.634 1.00 0.00 0.00 0 0.00 0.28 0.11335 .009562 0.00 0.240 0.00 1056.86 1092.12 0.501 1092.617 2.2 5.58 0.484 1093.101 0.00 0.634 1.00 0.00 0.00 0 0.00 0.24 0.11335 .008425 0.:00 0.240 0.00 1057.10 1092.14 0.520 1092.663 2.2 5.33 0.441 1093.104 0.00 0.634 1.00 0.00 0.00 0 0.00 0.19 0.11335 .007424 0.00 0.240 0.00 1057.29 1092.16 0.540 1092.704 2.2 5.08 0.401 1093.105 0.00 0.634 1.00 0.00 0.00 0 0.00 0.15 0.11335 .006547 0.00 0.240 0.00 _IC�NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING_ STORM DRAIN LINE "LATERAL A-6" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A6 QFILE:1230A6Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r * *,t * * * ,t * * * ,t * * *,r,r * * ,t *,t * ,r * ,r * ,t ,r ,t ,t,t *,r * * * * ,t * * * ,t ,r * * *,r ,r,t ir * * ,t * * * * * * *,r,r ,t ,t ,t * ,t * * * * * * * * * * v� * * * *,r ,r x ,� ,r * * * * * * v� * * * *,r,r,t,t * ,r ,r v� ,r,r,r x,t * * * * * * ,t *,t ,� * ,r * * *,r * * * 1057.44 1092.18 0.561 1092.741 Z.2 4.85 0.365 1093.106 0.00 0.634 1.00 0.00 0.00 0 0.00 0.09 0.11335 .005784 0.00 0.240 0.00 1057.53 1092.19 0.584 1092.775 2.2 4.62 0.332 1093.107 0.00 0.634 1.00 0.00 0.00 0 0.00 0.07 0.11335 .005113 0.00 0.240 0.00 1057.60 1092.20 0.607 1092:805 2.2 4.40 0.301 1093.106 0.00 0.634 1.00 0.00 0.00 0 0.00 0.01 0.11335 .004518 0.00 0.240 0.00 1057.61 1092.20 0.634 1092.834 2.2 4.19 0.273 1093.107 0.00 0.634 1.00 0.00 0.00 0. 0.00 WALL ENTRANCE 0.00 1057.61 1092.20 1.013 1093.213 2.2 1.09 0.018 1093.231 0.00 0.335 4.00 2.00 0.00 0 0.00 ' � �Z. _ �1 �° -?'`� c� �� ! � .: F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-7" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A7 QFILE:1230A7Q I )ATE: 7/21/1998 TIME: 10: 8 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 ! F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1086.08 1 1086.86 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.81 1091.88 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1009.81 1091.88 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1009.81 1091.88 14 0.00 �JO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING "`* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ! LIGENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-7" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A7 �FILE:1230A7Q STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *****w*********�****�*��*�*******************��****���***��x���**�***��*******�*x�*****************�**�****************x��********* 1000.00 1086.08 0.114 1086.194 0.8 16.33 4.139 1090.333 0.00 0.374 1.00 0.00 0.00 0 0.00 0.82 0.59123 .388479 0.32 0.100 0.00 1000.82 1086.57 0.115 1086.681 0.8 16.00 3.975 1090.656 0.00 0.374 1.00 0.00 0.00 0 0.00 1.47 0.59123 .352054 0.52 0.100 0.00 1002.29 1087.44 0.119 1087.555 0.8 15.09 3.538 1091.093 0.00 0.374 1.00 0.00 0.00 0 0.00 1.13 0.59123 .307456 0.35 0.100 0.00 1003.42 1088.10 0.123 1088.224 0.8. 14.55 3.285 1091.509 0.00 0.374 1.00 0.00 0.00 0 0.00 0.90 0.59123 .268313 0.24 0.100 0.00 1004.32 1088.63 0.127 1088.760 0.8 13.79 2.954 1091.714 0.00 0.374 1.00 0.00 0.00 0 0.00 0.73 0.59123 .233994 0.17 0.100 0.00 � 1005.05 1089.07 0.131 1089.200 0.8 13.11 2.671 1091.871 0.00 0.374 1.00 0.00 0.00 0 0.00 0.62 0.59123 .203934 0.13 0.100 0.00 1005.67 1089.43 0.135 1089.569 0.8 12.50 2.426 1091.995 0.00 0.374 1.00 0.00 0.00 0 0.00 0.53 0.59123 .178046 0.09 0.100 0.00 1006.20 1089.74 0.140 1089.883 0.8 11.94 2.214 1092.097 0.00 0.374 1.00 0.00 0.00 0 0.00 0.44 0.59123 .155751 0.07 0.100 0.00 1006.64 1090.01 0.145 1090.154 0.8 11.43 2.028 1092.182 0.00 0.374 1.00 0.00 0.00 0 0.00 0.40 0.59123 .135840 0.05 0.100 0.00 1007.04 1090.24 0.149 1090.390 0.8 10.81 1.815 1092.205 0.00 0.374 1.00 0.00 0.00 0 0.00 0.34 0.59123 .118352 0.04 0.100 0.00 1007.38 1090.44 0.154 1090.596 0.8 10.39 1.676 1092.272 0.00 0.374 1.00 0.00 0.00 0 0.00 0.29 0.59123 .103524 0.03 0.100 0.00 .ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-7" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A7 QFILE:1230A7Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF � NORM DEPTH ZR , <�r 1007.67 1090.62 0.160 1090.778 0.8 9.88 1.515 1092.293 0.00 0.374 1.00 0.00 0.00 0 0.00 0.27 0.59123 .090513 0.02 0.100 0.00 1007.94 1090.77 0.165 1090.939 0.8 9.41 1.375 1092.314 0.00 0.374 1.00 0.00 0.00 0 0,00 0.23 0.59123 .078896 0.02 0.100 0.00 1008.17 1090.91 0.170 1091.082 0.8 8.99 1.255 1092.337 0.00 0.374 1.00 0.00 0.00 0 0.00 0.21 0.59123 .068859 0.01 0.100 0.00 1008.38 1091.03 0.176 1091.210 0.8 8:51 1.125 1092.335 0.00 0.374 1.00 0.00 0.00 0 0.00 0.18 0.59123 .060189 0.01 0.100 0.00 1008.56 1091.14 0.182 1091.324 0.8 8.16 1.035 1092.359 0.00 0.374 1.00 0.00 0.00 0 0.00 0.16 0.59123 .052572 0.01 0.100 0.00 1008.72 1091.24 0.188 1091.426 0.8 7.77 0.937 1092.363 0.00 0.374 1.00 0.00 0.00 0 0.00 0.15 0.59123 .045966 0.01 0.100 0.00 1008.87 1091.32 0.195 1091.518 0.8 7.41 0.852 1092.370 0.00 0.374 1.00 0.00 0.00 0 0.00 0.13 0.59123 .040172 0.01 0.100 0.00 1009.00 1091.40 0.201 1091.600 0.8 7.08 0.778 1092.378 0.00 0.374 1.00 0.00 0.00 0 0.00 0.11 0.59123 .035073 0.00 0.100 0.00 1009.11 1091.47 0.208 1091.675 0.8 6.72 0.702 1092.377 0.00 0.374 1.00 0.00 0.00 0 0.00 0.10 0.59123 .030658 0.00 0.100 0.00 1009.21 1091.53 0.215 1091.742 0.8 6.40 0.636 1092.378 0.00 0.374 1.00 0.00 0.00 0 0.00 0.09 0.59123 .026819 0.00 0.100 0.00 1009.30 1091.58 0.223 1091.803 0.8 6.11 0.579 1092.382 0.00 0.374 1.00 0.00 0.00 0 0.00 0.08 0.59123 .023450 0.00 0.100 0.00 '_ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-7" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A7 QFILE:1230A7� STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR * rt eY W W et ir * ***** * �t * *****�e*Ye***�r* * * * ***ir* * ***�t **Yr* * �k * �tik *iritir*lrir* *** * ** *YeYCYr�tYCYr�t�tvF �tvF�F �k *yt�k***YrYrYt YrYrYC�t* *+t * W **�k �tYCYrir Yr vY �F vFY�Y�*****W * * ** * * �t �F**Yeyr �t* �k 1009.38 1091.63 0.230 1091.857 0.8 5.84 0.529 1092.386 0.00 0.374 1.00 0.00 0.00 0 0.00 0.07 0.59123 .020484 0.00 0.100 0.00 1009.45 1091.67 0.238 1091.907 0.8 5.56 0.479 1092.386 0.00 0.374 1.00 0.00 0.00 0 0.00 0.07 0.59123 .017911 0.00 0.100 0.00 1009.52 1091.71 0.246 1091.952 0.8 5.30 0.436 1092.388 0.00 0.374 1.00 0.00 0.00 0 0.00 0.05 0.59123 .015671 0.00 0.100 0.00 1009.57 1091.74 0.255 1091.992 0.8 5.06 0.398 1092.390 0.00 0.374 1.00 0.00 0.00 0 0.00 0.05 0.59123 .013721 0.00 0.100 0.00 1009.62 1091.77 0.264 1092.029 0.8 4.82 0.361 1092.390 0.00 0.374 1.00 0.00 0.00 0 0.00 0.04 0.59723 .012005 0.00 0.100 0.00 1009.66 1091.79 0.273 1092.062 0.8 4.60 0.328 1092.390 0.00 0.374 1.00 0.00 0.00 0 0.00 0.03 0.59123 .010496 0.00 0.100 0.00 1009.69 1091.81 0.282 1092.093 0.8 4.40 0.300 1092.393 0.00 0.374 1.00 0.00 0.00 0 0.00 i 0.03 0.59123 .009182 0.00 0.100 0.00 1009.72 1091.83 0.292 1092.120 0.8 4.19 0.272 1092.392 0.00 0.374 1.00 0.00 0.00 0 0.00 0.03 0.59123 .008037 0.00 0.100 0.00 1009.75 1091.84 0.302 1092.145 0.8 3.98 0.246 1092.391 0.00 0.374 1.00 0.00 0.00 0 0.00 0.02 0.59123 .007038 0.00 0.100 0.00 1009.77 1091.86 0.313 1092.168 0.8 3.81 0.225 1092.393 0.00 0.374 1.00 0.00 0.00 0 0.00 0.01 0.59123 .006167 0.00 0.100 0.00 1009.78 1091.86 0.324 1092.188 0.8 3.62 0.203 1092.391 0.00 0.374 1.00 0.00 0.00 0 0.00 0.02 0.59123 .005399 0.00 0.100 0.00 �ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-7" CAMPOS VERDES MIDDLE SCHOOL F1LE:1230A7 �FILE:1230A7Q STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR x ,� ,� ,r * *,r * � ,� � * * * * * *,r * * ,r * * � x * * * * * * * * * � * � � x �c * * * * * * * *,r * * * � ,r ,� * * * * *,r * * *,r * * * * * * * * * * * * * *,r,r,r,r,� * * * * * * * * * ,� * �r �r,�,� * v� v�,� * * * * * * * * * * * * ,� * * � ,� * rr * *,r,� ,� * v�,� * 1009.80 1091.87 0.335 1092.207 0.8 3.46 0.186 1092.393 0.00 0.374 1.00 0:00 0.00 0 0.00 0.00 0.59123 .004729 0.00 0.100 0.00 1009.80 1091.88 0.347 1092.224 0.8 3.29 0.168 1092.392 0.00 0.374 1.00 0.00 0.00 0 0.00 0.01 0.59123 .004147 0.00 0.100 0.00 1009.81 1091.88 0.360 1092.239 0.8 3.14 0.153 1092.392 0.00 0.374 1.00 0.00 0.00 0 0.00 0.00 0.59123 .003621 0.00 0.100 0.00 1009.81 1091.88 0.374 1092.254 0.8 2.99 0.138 1092.392 0.00 0.374 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1009.81 1091.88 0.569 1092.449 0.8 0.47 0.003 1092.452 0.00 0.130 4.00 3.00 0.00 0 0.00 � C,� _ a S. aa c� � ; . , ,, - � F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - T1TLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-8" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A8 aFILE:1230A8Q ' )ATE: 7/21/1998 "IME: 10: 8 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L ZR INV Y(1) Y(2) Y(3) YC4) Y(5) Y(6) Y(7) YC8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 � 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00 � l F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1087.06 1 1087.73 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.24 1091.61 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 1S A WALL ENTRANCE * U/S DATA STATION INVERT SECT fP 1009.24 1091.61 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1009.24 1091.61 14 0.00 d0 EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING � ** WARNING N0. 2** - WATER SURfACE ELEVATION GIVEN IS LESS THAN OR E�UALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC , , _ICENSEE: & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-8" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A8 QFILE:1230A8a STATION INVERT DEPTH W.S. q VEL VEL ENERGY SUPER� CRITICAL HGT/ BASE/ ZL N0. AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r * *W ,� ,t *,t,r,�,� �t ,r ,t * * * * * * * * � * * * * * * ,t ,t ,t * * * * * ,t ,t * * * ,r,� * * t * * *,t x,� * * t * * * *,r �r,r,r * * * �r �t * * * * * * * *,r,r �r �r t ,r * ,t vr * *,t * ,r * * * * * ,r ,t * *,t,t,t * * * * x� ,� �r x� * * * * � � * * * * * * * * * * ,t * *,� 1000.00 1087.06 0.231 1087.291 2.3 16.79 4.377 1091.668 0.00 0.649 1.00 0.00 0.00 0. 0.00 0.95 0.49242 .172515 0.16 0.160 0.00 1000.95 1087.53 0.236 1087.762 2.3 16.20 4.074 1091.836 0.00 0.649 1.00 0.00 0.00 0 0.00 1.07 0.49242 .153952 0.16 0.160 0.00 1002.02 1088.05 0.244 1088.298 2.3 15.44 3.700 1091.998 0.00 0.649 1.00 0.00 0.00 0 0.00 0.92 0.49242 .134539 0.12 0.160 0.00 1002.94 1088.51 0.252 1088.760 2.3 14.74 3.375 1092.135 0.00 0.649 1.00 0.00 0.00 0 0.00 0.80 0.49242 .117648 0.09 0.160 0.00 1003.74 1088.90 0.261 1089.160 2.3 14.02 3.054 1092.214 0.00 0.649 1.00 0.00 0.00 0 0.00 0.69 0.49242 .102962 0.07 0.160 0.00 1004.43 1089.24 0.270 1089.511 2.3 13.37 2.777 1092.288 0.00 0.649 1.00 0.00 0.00 0 0.00 0.61 0.49242 .090041 0.05 0.160 0.00 1005.04 1089.54 0.279 1089.819 2.3 12.78 2.535 1092.354 0.00 0.649 1.00 0.00 0.00 0 0.00 i 0.53 0.49242 .078782 0.04 0.160 0.00 1005.57 1089.80 0.289 1090.092 2.3 12.17 2.300 1092.392 0.00 0.649 1.00 0.00 0.00 0 0.00 0.47 0.49242 .068977 0.03 0.160 0.00 1006.04 1090.04 0.299 1090.334 2.3 11.62 2.095 1092.429 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 0.42 0.49242 .060416 0.03 0.160 0.00 1006.46 1090.24 0.310 1090.550 2.3 11.06 1.899 1092.449 0.00 0.649 1.00 0.00 0.00 0 0.00 0.37 0.49242 .052947 0.02 0.160 0.00 1006.83 1090.42 0.321 1090.742 2.3 10.55 1.728 1092.470 0.00 0.649 1.00 0.00 0.00 0 0.00 0.32 0.49242 .046365 0.01 0.160 0.00 tCENSEE:"R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-8" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A8 QFILE:1230A80 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *****vr***********x*********************xv�*** 1007.15 1090.58 0.332 1090.915 2.3 10.09 1.580 1092.495 0.00 0.649 1.00 0.00 0.00 0 0.00 0.29 0.49242 .040614 0.01 0.160 0.00 1007.44 1090.73 0.344 1091.070 2.3 9.58 1.426 1092.496 0.00 0.649 1.00 0.00 0.00 0 0.00 0.26 0.49242 .035594 0.01 0.160 0.00 1007.70 1090.85 0.356 1091.209 2.3 9.16 1.304 1092.513 0.00 0.649 1.00 0.00 0.00 0 0.00 0.23 0.49242 .031202 0.01 0.160 0.00 1007.93 1090.97 0.369 1091.335 2.3 8.75 1.188 1092.523 0.00 0.649 1.00 0.00 0.00 0 0.00 0.21 0.49242 .027362 0.01 0.160 0.00 1008.14 1091.07 0.382 1091.448 2.3 8.33 1.078 1092.526 0.00 0.649 1.00 0.00 0.00 0 0.00 0.17 0.49242 .024000 0.00 0.160 0.00 1008.31 1091.15 0.396 1091.550 2.3 7.93 0.977 1092.527 0.00 0.649 1.00 0.00 0.00 0 0.00 0.16 0.49242 .021057 0.00 0.160 0.00 1008.47 1091.23 0.410 1091.642 2.3 7.57 0.889 1092.531 0.00 0.649 1.00 0.00 0.00 0 0.00 0.14 0.49242 .018479 0.00 0.160 0.00 1008.61 1091.30 0.425 1091.726 2.3 7.21 0.807 1092.533 0.00 0.649 1.00 0.00 0.00 0 0.00 0.12 0.49242 .016235 0.00 0.160 0.00 1008.73 1091.36 0.441 1091.801 2.3 6.89 0.736 1092.537 0.00 0.649 1.00 0.00 0.00 0 0.00 0.11 0.49242 .014267 0.00 0.160 0.00 1008.84 1091.41 0.457 1091.869 2.3 6.55 0.667 1092.536 0.00 0.649 1.00 0.00 0.00 0 0.00 0.09 0.49242 .012549 0.00 0.160. 0.00 1008.93 1091.46 0.475 1091.931 2.3 6.25 0.607 1092.538 0.00 0.649 1.00 0.00 0.00 0 0.00 0.08 0.49242 .011050 0.00 0.160 0.00 / , ' _ICENSEE:'R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-8" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A8 aFILE:1230A8� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r**** 1009.01 1091.49 0.493 1091.987 2.3 5.96 0.551 1092.538 0.00 0.649 1.00 0.00 0.00 0 0.00 0.06 0.49242 .009722 0.00 0.160 0.00 1009.07 1091.53 0.511 1092.038 2.3 5.68 0.501 1092.539 0.00 0.649 1.00 0.00 0.00 0 0.00 0.05 0.49242 .008561 0.00 0.160 0.00 1009.12 1091.55 0.531 1092.084 2.3 5.42 0.457 1092.541 0.00 0.649 1.00 0.00 0.00 0 0.00 0.05 0.49242 .007553 0.00 0.160 0.00 1009.17 1091.57 0.552 1092.126 2.3 5.17 0.415 1092.541 0.00 0.649 1.00 0.00 0.00 0 0.00 0.03 0.49242 .006669 0.00 0.160 0.00 1009.20 1091.59 0.574 1092.164 2.3 4.93 0.377 1092.541 0.00 0.649 1.00 0.00 0.00 0 0.00 0.02 0.49242 .005894 0.00 0.160 0.00 • 1009.22 1091.60 0.597 1092.198 2.3 4.69 0.342 1092.540 0.00 0.649 1.00 0.00 0.00 0 0.00 0.02 0.49242 .005213 0.00 0.160 0.00 1009.24 1091.61 0.621 1092.230 2.3 4.48 0.312 1092.542 0.00 0.649 1.00 0.00 0.00 0 0.00 0.00 0.49242 .004612 0.00 0.160 0.00 1009.24 1091.61 0.649 1092.259 2.3 4.Z7 0.283 1092.542 0.00 0.649 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1009.24 1091.61 1.067 1092.677 2.3 0.72 0.008 1092.685 0.00 0.263 4.00 3.00 0.00 0 0.00 �C� � �is to 1 - o��. f 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-9" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A9 QFILE:1230A9Q i . DATE: 7/21/1998 TIME: 10: 8 F0515P ' WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE- PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 5.90 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 3.00 3.00 0.00 0.00 0.00 i F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1088.07 3 1089.87 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.44 1089.56 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1010.44 1089.56 14 0.200 ELEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1011.44 1089.58 14 4 0 0.015 1.2 0.0 1090.98 0.00 90.00 0.00 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1012.44 1089.60 14 0.015 0.00 0.00 0.00 0 ELEMENT NO 6 IS A WALL EXIT * U/S DATA STATION INVERT SECT 1012.44 1089.60 3 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1074.04 1091.12 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 8 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1074.04 1091.12 15 0.500 ELEMENT NO 9 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV � 1074.04 1091.12 15 0.00 !0 EDIT ERRORS ENCOUNTERED-COMPUTATION I.S NOW BEGINNING '* WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-9" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A9 QFILE:1230A9a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR **�***********� 1000.00 1088.07 0.766 1088.836 11.9 13.11 2.667 1091.503 0.00 1.310 1.50 0.00 0.00 0 0.00 0.65 0.14272 .027611 0.02 0.490 0.00 1000.65 1088.16 0.776 1088.939 11.9 12.88 2.576 1091.515 0.00 1.310 1:50 0.00 0.00 0 0.00 1.74 0.14272 .025388 0.04 0.490 0.00 1002.39 1088.41 0.806 1089.217 11.9 12.28 2.342 1091.559 0.00 1.310 1.50 0.00 0.00 0 0.00 1.51 0.14272 .022398 0.03 0.490 0.00 1003.90 1088.63 0.838 1089.464 11.9 11.71 2.130 1091.594 0.00 1.310 1.50 0.00 0.00 0 0.00 1.30 0.14272 .019778 0.03 0.490 0.00 1005.20 1088.81 0.871 1089.684 11.9 11.16 1.935 1091.619 0.00 1.310 1.50 0.00 0.00 0 0.00 1.12 0.14272 .017488 0.02 0.490 0.00 1006.32 1088.97 0.907 ,1089.879 11.9 10.64 1.759 1091.638 0.00 1.310 1.50 0.00 0.00 0 0.00 0.97 0.14272 .015485 0.02 0.490 0.00 1007.29 1089.11 0.944 1090.054 11.9 10.15 1.601 1091.655 0.00 1.310 1.50 0.00 0.00 0 0.00 i 0.82 0.14272 .013730 0.01 0.490 0.00 1008.11 1089.23 0.984 1090.211 11.9 9.68 1.456 1091.667 0.00 1.310 1.50 0.00 0.00 0 0.00 0.69 0.14272 .012199 0.01 0.490 0.00 1008.80 1089.33 t.OZ6 1090.352 11.9 9.23 1.323 1091.675 0.00 1.310 1.50 0.00 0.00 0 0.00 0.56 0.14272 .010866 0.01 0.490 0.00 1009.36 1089.41 1.072 1090.478 11.9 8.80 1.203 1091.681 0.00 1.310 1.50 0.00 0.00 0 0.00 0.45 0.14272 .009715 0.00 0.490 0.00 1009.81 1089.47 1.122 1090.592 11.9 8.39 1.094 1091.686 0.00 1.310 1.50 0.00 0.00 0 0.00 0.34 0.14272 .008721 0.00 0.490 0.00 . . _ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN L1NE "LATERAL A-9" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A9 QFILE:1230A9� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV Of FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR r * * * * *,r * �r *,� * * * * * x,r,r *,� * x� ,� * * * * * * * * * * * * * * � * * * * *,r,� ,� ,r,r,� vr * * v� * * * * * * *,r,r x,r v�,� * * * * * * * � x * * * * * * * ,r vr * * * * * * * * * * * x * ,r � ,� ,r v�,r v� * * * * * * * v� * * * * *,r,r,� ,� * * ,r * * * * * * 1010.15 1089.52 1.176 1090.694 11.9 8.00 0.994 1091.688 0.00 1.310 1.50 0.00 0.00 0 0.00 0.21 0.14272 .007881 0.00 0.490 0.00 1010.36 1089.55 1.238 1090.786 11.9 7.63 0.904 1091.690 0.00 1.310 1.50 0.00 0.00 0 0.00 0.08 0.14272 .007198 0.00 0.490 0.00 1010.44 1089.56 1.310 1090.870 11.9 7.27 0.821 1091.691 0.00 1.310 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1010.44 1089.56 2.773 1092.333 11.9 1.43 0.032 1092.365 0.00 0.788 5.90 3.00 0.00 0 0.00 JUNCT STR 0.02000 .000196 0.00 0.00 1011.44 1089.58 2.765 1092.345 10.7 1.29 0.026 1092.371 0.00 0.734 5.90 3.00 0.00 0 0.00 1.00 0.02000 � '� . 4 � O ��- .000177 0.00 0.491 0.00 1012.44 1089.60 2.745 1092.345 10.7 1.30 0.026 1092.371 0.00 0.734 5.90 3.00 0.00 0 0.00 WALL EXIT 0.00 1012.44 1089.60 2.745 1092.345 10.7 6.06 0.569 1092.914 0.00 1.256 1.50 0.00 0.00 0 0.00 61.60 0.02467 .006140 0.38 0.750 0.00 1074.04 1091.12 1.603 1092.723 10.7 6.06 0.569 1093.292 0.00 1.256 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1074.04 1091.12 2.687 1093.807 10.7 1.33 0.027 1093.834 0.00 0.734 3.00 3.00 0.00 0 0.00 �C'1-- �4_t� o� � ' F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-10" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A10 �FILE:1230A10Q ; DATE: 7/21�/1998 TIME: 10: 9 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) YCb) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 1.25 CD 3 4 1.50 . CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 • CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0.00 0.00: � � � F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1090.12 1 1090.66 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.44 1091.56 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1010.44 1091.56 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * � * , U/S DATA STATION INVERT SECT � W S ELEV 1010.44 1091.56 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC i LIQ=NSEE: R�.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-10" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A10 QFILE:1230A10� STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ***********�r****irYr�F*�t *********�Y�YvY�tyrYt�F�h�ryryryr*1r*******�tyrYr�Fi�*#�F�k****vY*�t 1000.00 1090.12 0.214 1090.334 1.2 9.76 1.478 1091.812 0.00 0.462 1.00 0.00 0.00 0 0.00 0.26 0.13793 .066166 0.02 0.160 0.00 1000.26 1090.16 0.214 1090.370 1.2 9.68 1.454 '1091.824 0.00 0.462 1.00 0.00 0.00 0 0.00 1.62 0.13793 .061136 0.10 0.160 0.00 1001.88 1090.38 0.222 1090.601 1:2 9.23 1.323 1091.924 0.00 0.462 1.00 0.00 0.00 0 0.00 1.34 0.13793 .053461 0.07 0.160 0.00 1 1003.22 1090.56 0.229 1090.793 1.2 8.82 1.209 1092.002 0.00 0.462 1.00 0.00 0.00 0 0.00 1.11 0.13793 .046704 0.05 0.160 0.00 1004.33 1090.72 0.237 1090.954 1.2 8.39 1.093 1092.047 0.00 0.462 1.00 0.00 0.00 0 0.00 0.94 0.13793 .040841 0.04 0.160 0.00 1005.27 1090.85 0.245 1091.092 1.2 8.00 0.994 1092.086 0.00 0.462 1.00 0.00 0.00 0 0.00 0.79 0.13793 .035736 0.03 0.160 0.00 1006.06 1090.96 0.254 1091.210 1.2 7.64 0.907 1092.117 0.00 0.462 1.00 0.00 0.00 0 0.00 0.69 0.13793 .031294 0.02 0.160 0.00 1006.75 1091.05 0.263 1091.314 1.2 7.27 0.821 1092.135 0.00 0.462 1.00 0.00 0.00 0 0.00 0.59 0.13793 .027382 0.02 0.160 0.00 1007.34 1091.13 0.272 1091.405 1.2 6.94 0.747 1092.152 0.00 0.462 1.00 0.00 0.00 0 0.00 0.52 0.13793 .023942 0.01 0.160 0.00 1007.86 1091.20 0.281 1091.485 1.2 6.59 0.675 1092.160 0.00 0.462 1.00 0.00 0.00 0 0.00 0.44 0.13793 .020945 0.01 0.160 0.00 1008.30 1091.27 0.291 1091.556 1.2 6.32 0.619 1092..175 0.00 0.462 1.00 0.00 0.00 0 0.00 , 0.39 0.13793 .018336 0.01 0.160 0.00 LIC�NSEE: R�.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-10" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A10 �FILE:1230A10� STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR � ,�***����*�,�,�,�***�*x***x,�****,�**************,r,r�r,�******************,�**,r,�,r,�********************��,r,�***��rx�,��,�*********�r��*****�******* 1008.69 1091.32 0.301 1091.619 1.2 6.00 0.559 1092.178 0.00 0.462 1.00 0.00 0.00 0 0.00 0.32 0.13793 .016058 0.01 0.160 0.00 1009.01 1091.36 0.312 1091.675 1.2 5.74 0.512 1092.187 0.00 0.462 1.00 0.00 0.00 0 0.00 0.29 0.13793 .014070 0.00 0.160 0.00 1009.30 1091.40 0.323 1091.726 1.2 5.45 0.462 1092.188 0.00 0.462 1.00 0.00 0.00 0 0.00 0.25 0.13743 .012320 0.00 0.160 0.00 1009.55 1091.44 0.334 1091.771 1.2 5.22 0.423 1092.194 0.00 0.462 1.00 0.00 0.00 0 0.00 0.20 0.13793 .010790 0.00 0.160 0.00 1009.75 1091.46 0.346 1091.811 1.2 4.96 0.382 1092.193 0.00 0.462 1.00 0.00 0.00 0 0.00 0.18 0.13793 .009455 0.00 � 0.160 0.00 1009.93 1091.49 0.358 1091.848 1.2 4.74 0.349 1092.197 0.00 0.462 1.00 0.00 0.00 0 0.00 0.15 0.13793 .008287 0.00 0.160 0.00 1010.08 1091.51 0.371 1091.881 1.2 4.51 0.316 1092.197 0.00 0.462 1.00 0.00 0.00 0 0.00 0.11 0.13793 .007274 0.00 0.160 0.00 1010.19 1091.53 0.385 1091.910 1.2 4.30 0.287 1092.197 0.00 0.462 1.00 , 0.00 0.00 0 0.00 0.10 0.13793 .006380 0.00 0.160 0.00 1010.29 1091.54 0.398 1091.937 1.2 4.11 0.262 1092.199 0.00 0.462 1.00 0.00 0.00 0 0.00 0.07 0.13793 .005596 0.00 0.160 0.00 1010.36 1091:55 0.413 1091.961 1.2 3.91 0.237 1092.198 0.00 0.462 1.00 0.00 0.00 0 0.00 0.05 0.13793 .004915 0.00 0.160 0.00 1010.41 1091:56 0.428 1091.983 1.2 3.73 0.216 1092.199 0.00 0.462 1.00 0.00 0.00 0 0.00 0.02 0.13793 .004318 0.00 0.160 0.00 LIC=NSEE: R,.B.F. 8 ASSOC. - SAN DIEGO f0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-10" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A10 afILE:1230A10a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ******************�,��r****************,r*********vrvr*x,r***,r************,r,�vrvr,r*,r*****x,r,r�r,r�**,r,��r�***x,�**********+,�******,�***** 1010.43 1091.56 0.444 1092.003 1.2 3.56 0.197 1092.200 0.00 0.462 1.00 0.00 0.00 0 0.00 0.01 0.13793 .003784 0.00 0.160 0.00 1010.44 1091.56 0.462, 1092.022 1.2 3.38 0.177 1092.199 0.00 0.462 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1010.44 1091.56 0.714 1092.Z74 1.2 0.56 0.005 1092.279 0.00 0.171 4.00 3.00 0.00 0 0.00 � `�1 = �S • s co o ��. �. ' F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-11" HEADING LINE NO 2 IS - CAMPOS VERDES MIDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230A11 aFILE:1230A11Q i DAT'�: i/21'/1998 TIME: 10: 9 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) 'Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD 2 4 � 1.25 � CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 . 4 3.00 CD 7 4 3.50 CD 8 4 4.00 CD 9 4 4.50 � CD 10 4 5.00 ' CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00. CD 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04 7.00 0.00 0:00 0.00 � _ ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1091.54 1 1092.62 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.24 1091.61 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1009.24 1091.61 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS * . * U/S DATA STATION INVERT SECT W S ELEV 1009.24 1091.61 - 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EDUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ' � LIC�NSEE: R:B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-11" CAMPOS VERDES MIDDLE SCHOOL FILE:1230A11 �FILE:1230A11a STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH 2R * * � * � * * * � � * * * * * * * * * * * * * * � * ,r * � * * ,r,r � * * ,� ,r x � * * * * * * � �r � * x x v� * * * �r �,r � � * * * * * * * * * * * * * * * * * * * * * * * ,r � x �r � x * x x * * * �r � � � * * � � ,� ,� � * * * * * * x � * * * * * w ,r * � * *,� � * * * 1000.00 1091.54 1.080 1092.620 2.1 2.68 0.111 1092.731 0.00 0.619 1.00 0.00 0.00 0 0.00 9.24 0.00758 .002056 0:02 0.510 0.00 1009.24 1091.61 1.029 1092.639 2.1 2.68 0.111 1092.750 0.00 0.619 1.00 0.00 0.00 ' 0 0.00 WALL ENTRANCE 0.00 1009.24 1091.61 1.242 1092.852 2.1 0.56 0.005 1092.857 0.00 0.248 4.00 3.00 0.00 0 0.00 '�1 � �lS.co� 01L ' � F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL A-12" HEADING LINE NO 2 IS - CAMPOS VERDES M'IDDLE SCHOOL HEADING LINE NO 3 IS - FILE:1230Al2 QFILE:1230Al2a � 'DATE: �/21/1998 TfME: 10:� 9 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 7 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y<4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.00 CD ' 2 4 1.25 CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 CD 6 4 3.00 CD 7 4 3.50 CD 8, 4 4.00 CD 9 4 4.50 • CD 10 4 5.00 � CD 11 4 5.50 CD 12 4 6.00 CD 13 3 1 1.00 5.00 15.00 - 0.00 0.00 0.00 CD 14 3 0 0.00 3.23 3.00 0.00 0.00 0.00 CD 15 3 0 0.00 18.04: 7.00 0.00 0.00 0.00 � � " F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING I ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1092.45 1 1092.82 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H , 1009.81 1092.65 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT fP 1009.81 1092.65 14 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS •* ' * U/S DATA STATION INVERT SECT W S ELEV 1009.81 1092.65 14 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING N0. 2** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EDUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC � ' LICENSE�: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-12" CAMPOS VERDES MIDDLE SCHOOL FILE:1230Al2 QFILE:1230Al2a STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR * * * * * * * * * * * * * * * * * *,r,r,r,�,� vr * * * ,r * * * v� ,r,r * * * * * *,r � � * * ,r * * * * * * * * * * * * * ,r *,r,r,r * * * * * * *,�,r,�,r,�,r,r * ,r vr * * * vr * ,r * * * ,r * * * * �r,r,� ,r vr,� w * * * * * * * * * * * * * * * * ,r,r x * * * * * * * *,r * 1000.00 1092.45 0.334 1092.784 1.2 5.22 0.423 1093.207 0.00 0.462 1.00 0.00 0.00 0 0.00 0.06 0.02039 .011539 0.00 0.300 0.00 1000.06 1092:45 0.334 1092.785 ; 1.2 5.22 0.423 1093.208 0.00 0.462 1.00 0.00 0.00 0 0.00 2.75 0.02039 .010790 0.03 0.300 0.00 1002.81 1092.51 0.346 1092.853 1.2 4.96 0.382 1093.235 0.00 0.462 1.00 0.00 0.00 0 0.00 2.08 :0.02039 .009455 0.02 0.300 0.00 � 1004.89 1092.55 0.358 1092.908 1.2 4.74 0.349 1093.257 0.00 0.462 1.00 0.00 0.00 0 0.00 1.55 0.02039 .008287 0.01 0.300 0.00 1006.44 1092.58 0.371 1092.952 1.2 4.51 0.316 1093.268 0.00 0.462 1.00 0.00 0.00 0 0.00 1.12 0.02039 .007274 0.01 0.300 0.00 1007.56 1092.60 0.385 1092.989 1.2 4.30 0.287 1093.276 0.00 0.462 1.00 0.00 0.00 0 0.00 0.94 0.02039 .006380 0.01 0.300 0.00 1008.50 1092.62 0.398 1093.021 1.2 4.11 0.262 1093.283 0.00 0.462 1.00 0.00 0.00 0 0.00 0.60 0.02039 .005596 0.00 0.300 0.00 1009.10 1092.63 0.413 1093.048 1.2 3.91 0.237 1093.285 0.00 0.462 1.00 0.00 0.00 0 0.00 0.42 0.02039 .004915 0.00 0.300 0.00 1009.52 1092.64 0.428 1093.072 1.2 3.73 0.216 1093.288 0.00 0.462 1.00 0.00 0.00 0 0.00 0.23 0.02039 .004318 0.00 0.300 0.00 1009.75 1092.65 0.444 1093.093 1.2 3.56 0.197 1093.290 0.00 0.462 1.00 0.00 0.00 0 0.00 0.06 0.02039 .003784 0.00 0.300 0.00 1009.81 1092.65 0.462 1093.112 1.2 3.38 0.177 1093.289 0.00 0.462 1.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 �LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 � WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL A-12" CAMPOS VERDES MIDDLE SCHOOL FILE:1230Al2 �FILE:1230Al2a STATION INVERT DEPTH W.S. � VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF fLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR * * * * * * * * * * ,r ,� ,r * *,r * * * * *,r * * * *,r,r * * * ,r * * * * * * * * ,r,� * * * *,r ,� w * ,r,r,r * * * ,r * * * ,r ,r * * * * v� ,r v�,r * * * * *,r vr,r vr vr,r * ,� vr,r vr * ,r ,� w,r * * * * * * * * * *,r * * * * * * * * *,� v�,r,r * * * ,r * *,r * * * x * * * * * 1009.81 1092.65 0.714 1093.364 1.2 0.56 0.005 1093.369 0.00 0.171 3.23 3.00 0.00 0 0.00 �\ � � 8$ ��� i I I �,pPQc�c � oG g t �aC��- C`.P.1�'� � � �- G� Z��. �= v, b 1�1.,�(� fJ �.� \ Z l � `F \ `� C r�� �,.a C� �xc� > o_ `� � ��_ , � � ��cz. �" p�-P'c�- � wr�c J W W � W W ;,�� Q = � _ lo � � _ g.'�3 � ZC 3z. _ (� .c� �� � C -3 c� � ^r rav _ �; 1 C�� —' �of� V N N � � . G WC��� �� ��..- Z�� O'���"Q�'� ��►- ��(�'Z'�`'(L� � . � . C� � t� : ca ( � .9 � ) z�3ZZ>Ca .�1� - \ ,q � = 1_� ��— So-lo Ct�c-L.:c� �- 3' � � P� � �.,,> ��-- Q= c7. �o C�.�1. a� Z. 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