HomeMy WebLinkAboutParcel Map 23496 Drainage Study First Submittal North Plaza
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DRAINAGE STUDY
NORTH PLAZA
PARCEL MAP 23496'
June 2005
Prepared for:
Lennar Communities
24800 Chrisanta Drive
Mission Viejo, CA 92691
Phone: (949) 598-8500
Fax:(949) 598-8640
Revision History
Date Comment
01/22/2004 First Submittal
Report Prepared By:
27555 Ynez Rd, Suite 400
Temecula, California 92591-4679
909.676.8042 telephone
909.676.7240 fax
CONSULTING
Engineer of Work! Contact Person:
William Keller, P.E.
Frank Gerard
RBF IN 15-400441.001
\
I
I
I
I
I
I
.1
I
I
I
I
I
I
I
I
I
I
I
I
Table of Contents
Introduction
Hydrologic Methodology
Hydrologic Analysis -Proposed Conditions
Conclusions
References
List of Figures
Figure 1: Vicinity Map
Figure 2: Hydrology Map - Proposed Conditions
List of Appendices
Appendix A: Hydrologic Calculations
Data from the Manual
10- and 100-year Rational Output
Appendix B: Hydraulic Calculations
HELE-1 Output (Catchbasin Sizing)
WSPG Input/Output (HGL Calculations)
v
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. DRAINAGE STUDY
NORTH PLAZA
PM 23496
I. INTRODUCTION
The proposed project is located in the City of Temecula, Riverside County,
Califomia. The site is situated between Ynez'Road and Interstate 15, north of
Empire Creek. Figure 1 shows the location of this project.
This study specifically accomplishes the following tasks:
.:. Determine the peak post-developed onsite 10-year and 100-year
runoff.
.:. Design a storm drain system to convey the 1 OO-year flows.
II. HYDROLOGIC METHODOLOGY
The methodology presented in this study is in compliance with the RCFC&WCD
1978 Hydrology Manual (Reference 1, hereinafter referred to as the Manual).
Model Descriptions -The Integrated Rational Method Hydrology System Model
Version 8.0, dated January 1, 2000, (Reference 2) within the Advanced
Engineering Systems Software (AES) was used to generate the peak 10-year
and 100-year onsite flows. The AES Hydraulic Elements Program Package
(HELE1) (Reference 3) was used to size the catch basins, which were designed
to intercept the entire 100-year flow. The Los Angeles County Flood Control
District's Water Surface Pressure Gradient (WSPG) computer program
(Reference 4) was used to determine the hydraulic grade lines (HGL) in the
storm drains.
Soil Type - The Manual utilizes the Soil Conservation Service (SCS) soil
classification system, which classifies soils into four (4) hydrological groups
~
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DRAINAGE STUDY
NORTH PLAZA
PM 23496
(HSG): A through D, with D being the least impervious. According to Hydrologic
Soils Group Map, this project lies within a mixture of HSG "BC." For conservative
purposes, HSG "C" was used in this report. A copy of the HSG Map is included
in Appendix A.
Development Type- The proposed development was based on commercial
development.
Intensity- The1 O-minute / 60-minute intensity values (inches/hour) for the 10-year
and 100-year storm events, obtained from Plate D-4.1 (4 of 6) of the Manual, are
2.36/0.88 and 3.48/1.30, respectively. A copy of the above-mentioned plate is
included in Appendix A.
Drainage Areas and Flow Patterns - The drainage areas and flow patterns
were determined using the Rough Grading Plans. The areas were measured
using the computer capabilities of AutoCAD.
III. HYDROLOGIC ANALYSIS - PROPOSED CONDITIONS
This report addresses the runoff from only those parcels that drain to the
proposed onsite storm drain system. The proposed drainage patterns to the
onsite storm drain system are shown on Figure 2. The results of the Rational
models are shown in Table 1. All Rational output is included in Appendix A.
TABLE 1
SUMMARY
RATIONAL RESULTS
10-YEAR & 100-YEAR SURFACE FLOWS
Node' Q10 Q100
Icfs) (cfs)
2 4.4 6.6
2
t\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DRAINAGE STUDY
NORTH PLAZA
PM 23496
8 3.8 5.6
11 12.3 18.0
14 8.5 12.5
15 4.6 6.7
17 4.5 6.5
27 9.2 13.4
, See Figure 2.
The catch basin hydraulics are summarized in Table 2. The supporting hydraulic
calculations are included in Appendix B.
TABLE 2
SUMMARY
CATCH BASIN HYDRAULICS
Node' Q10 Q100 Minimum Size
Catch Basin
(ft)
2 4.4 6.6 3.5
8 3.8 5.6 3.5
, See Figure 2.
The total 1 0-year/1 OO-year flows in Lines A, and Bare 39.8 cfs/58.9 cfs, and 7.8
cfs/11.6 cfs, respectively. The hydraulic grade line, shown on the storm drain
profiles, indicate no adverse hydraulic impacts. The supporting WSPG input and
output files are also included in Appendix B.
IV. CONCLUSIONS
1. Methodology used in this report is in compliance with the Riverside County
Flood Control and Water Conservation District (RCFC&WCD)
2. There are no adverse hydraulic impacts in the proposed onsite storm drain
system.
3
r
?
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DRAINAGE STUDY
NORTH PLAZA
PM 23496
V. REFERENCES
1. Riverside Flood Control District and Water Conservation District
(RCFC&WCD) Hydrology Manual, 1978.
2. Advanced Engineering Systems Software (AES), Rational Method
Hydrology System Model Version 8.0, January 1, 2000.
3. Advanced Engineering Systems Software (AES), Hydraulic Elements
Program Package (HELE1) Version 8.0, January 1,2000
4. Los Angeles County Flood Control District, Water Surface Pressure
Gradient (WSPG), January 1979.
4
(,.
I
I
I
I
I
I Ie
~
~ ! II!IIII
I ~ ~
!
I PROJECT
I
I 11l
I
I ~
I
I lDSM DElli VICINITY MAP
I
I
I
I <\
I
I
I
I
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
~IUH
-'i".~- _ ". ".: - ,..
APPENDIX A
· Supporting Data from the RCFC&WCD's
Hydrology Manual
· 10- and 1 DO-year Rational Hydrology -
Onsite Post-Developed Conditions
-8
_...... -...., ''-: :'-C'. ": '.:"'--:~.~"'_."':-'.-'
_~_:;,;,~_:,,;,:,'=-':_~..-' :.c_:..',":,~~"_---=.=~~c :o:~:c-': ~,.
I
'g
I
I
I
I
I
I
I
RCFcaWCD
HYDROLOGY lv]ANUAL
~
HYDROLOGIC SOILS GROUP MAP
FOR
LEGEND
_ SOILS GROUP BOUNDARY
A SOILS GROUP DESIGNATION
I
WRRIETA
~_ --J-I
D FEET 5000
C\
I
PLATE C-1.52
I
I
I
1vnNV~ A9010HOAH
a~. _ O:l~U
~-a 3.lV1d
V.D1O S3Mln:::>
NOI.lVHna - Al.ISN31.NI
OHVONV1S
(9 jO ~)
0\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
JJ
l>
:z
i;!
r
r
Z
-i
rrJ
:z
(J)
-i
-<
I
z
()
:I:
rrJ
(J)
:I:
o
C
::0
-0
rrJ
::0
H
........... .11I"'.... wwwww "''''''''''N --...-- ----- c..
'" l,ftO l,ftO III Ollta....a 1a.....NO ....N. ........,. ..WN..._ ......'" ......
l'" ..." "
0 '"j! -
.. "
... ..
. ---... -...--... ---...... ---...- N"'........ .. l'"
...... ... ........ .. ........ .. .. .. .. .. .. .. .. .. .. .. ........ .. ........ .. ...- ... 0
......... .....131.. .0000_ __NNW .....\11'" :=::: ."WIII. "0 " ..
. WII'lOlQW OOO...Cl... ....0....0 .......00 0..",. ......... .. ... ..
'" "
... c
0 ...
--...-... -...--- ...---- ___NN NNN,.... ......NNW www... .." Z
.." ."... .. .. .. .. .. ........ .. ........ .. ........ .. ........ .. ........ .. "'0 <'>
000"'_ NNW.... lIlut..... ...0_ NNW"'.. ......... ......... "0 ..
001.01"'_11I 0."'00" w..........w 0"'''''''''' -......... ..NUI_ ..111.... "
.
"" .."
-c c
Z" ""
CII........ QO\IlIII.. wwwww NfiIIN"'N ----- ----- C.. -.."
'" UlOUl 0 III 011'I011I0 1lI..NCI ..."'0 ......\11 ...WN_O ......\11 ...... Z-
l'" ...- n...
0 "j! ....
.. 0..
... ~t
. -- ----- ----- ----- _fltNN'" NNNWW ...
........ .. ........ .. ........ .. ........ .. ........ .. ........ .. ........ .. ...- ...
..........Ql!CII ...0_ "'-"'NN W....\II. ............. .."'NW .....-.. .. .. ...
;" WUI._" at"'.....WQ ............. .......- .-.,... ."w"D' ...........,..... " ... ..
.. ...
'" c <'>
0 ... c
----- -.........- ...---- -NNNN NNNNN NWW.W'" ..........\11 ..- .. l'"
.... . .... . .... . .... . .... . .... . .;,.. . ~. <'> \:/
0-__1\1I WW.U1. ...........at. .._NW ..III....... eo_ ..... ..N..... .. ...
.....-11I.0.. 000.1'1I", ....rv... .."'.. WI,.... .-..~. .....-. ..
""
;i
(1111I........0- 0-101I...... WWWWW NN"-iNN ----.... ----- C..
'" ,""OUlO,"" OUlOI,fIO ....""0 .....NO "O......UI "W"'__ .,g.......... ....
l'" ..."
0 "0
.. Z Z
'" 0
..
. ----- ---...- --...-- ----- NNNNN .. <'>
.... . .... . .... . .... . .... . . . . . . .... .. ...- ... 0
.............. GlCII...o 000__ _NNWW .......UII. ...........at. ._w........ ... "
;" ....."'..... 0"."'. _w.ow ........"'.. N..o",O 00"'...... ......w.... " ...
..
.. C
.. ...
--....-... ----- ----- -___N NNNNN "''''NNN wwww. ..- Z
.... . .... . .... . .... . .... . .... . .... . .... n
cco__ NNWw.. UIIUHIlOO..... .......0 __NW.. "III... -NIII...._ ... ...
-.....-1.1I OUII_..... -UII.". .lilI... W.UIINO ...0" ..-... ..
.0
;li
..........0- .""11I.... wwwww NNNNN ----- ----- c.
'" 11I011I0\11' 0\11011I0 .o-.-.NO ....NO .......UIl """1'1I_0 ......."" ~... ..
~ ...- .
0 ,"0 l'"
.. Z "
'"
'"
. ----- ...---- ----- _NNNN NNNNN wwww" .. ..
.... . .... . . ..... ..... . . . . . . . . . . . .... . ...- ... ..
.....0 Cto__N www.... "'.......... ..._N .....\11.. ON...N "0 .. -
. "''''._UI 0"'........ 0...... .N.... Ul-."'w WW......w -N..w .. '" z
'" " "
.. c: '"
0 ...
---...- -...-...", NNNNN NNNNW WWwWW 1001.......... ..UlIoII.. ..- Z
.... . .... . .... . .... . .... . .... . .... . "'0 <'>
WW....III .,........ O"'NW.... ........0 _NW"lII .....ONUI ._UlO..... "0 ...
-Ul-.w ....N 'CHIlNO. .01'1I00.... tvN"'... "'.....N _Ul... ..
""
-c
Z"
CD.........O' .UlUl.... Wwwww NNNNN -...--- ...---- c.. ..
'" U'lOUlO,," 0."'0"'. .00..NO CD....N. .......ut "WN_O .......'" .... ...
l'" ...- ..
0 '"0 ..
.. z ;;;
...
. --...- ----- ----- ----... -'",,,\fNN ... <
.... . .... . .... . .... . .... . . . . . . .... . ...- ... ..
.........-.. -...... ..00_ __NNW W...\II \110-......... .ON..OO ... :0 l'"
. "'OIONut CD_litO", .01001.. W_IV." ...._lII... ."'1\1". ....-. .. ... l'"
. .. ...
.. " ..
0 '"
--- ---...- ----... ...--.-... -IVNNN NNNNN NWWWW ...- Z
.... . .... . .... . .... . .... . .... . .... . "'0 <'> I
.a.ooo -"'NNW ......"'UI .ep......a. .aOO_N IVW""'. .ON...... .0 <
......o..~ N....N.~ O...N.... W."'WN ....'11..._ ...........a .__._at ..
-
I
I
"
"', :~-"",",," ~.~ ,~...~.....~:,,~
C:\aes2000lhydrosft\ratscx\4411 O.RES .
'-,..-"<"- .
.-'''", >
*****".".****"""...................******....*****.".................................*****..***.......**......
I
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON
RIVERSIDE COUNTY FLOOD CON'11WL " WATER CONSERVATION DISTRICT
(RCFC&WCD) 1978 HYDROLOGY MANlJAL
(e) Copyright 1982-2000 Advanced Engineering Software (aes)
Ver. 1.5A Release Date, 01/01/2000 License ID 1264
I
Analysis prepared by,
RBF &. Associates
14725 Alton Parkway
Irvine, CA 92618
I
.............*............................... DESCRIPTION OF SnJDY ..........**..***............"...."....
... NORTH PLAZA
" ONSlTE STORM DRAIN SYSTEM
.. IO-YEAR 0
..*****..**.............................**............****...............**..*****....*........*.............."......
I
FILE NAME, 44110.DAT
TIME/DATE OF STUDy, 10,06 06/:2s/2005
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION,
I
USER SPECIFIED S'I'ORM EVENT(YEAR).. 10.00
SPECIFIED MINIMUM PIPE SIZE(INCH) .. 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE c 0.90
10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR).. 2.360
10-YEAR STORM 60-MINUTE INTENSIT'i(INCH/HOUR).. 0.880
100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR).. 3.480
100-YEAR STORM 60-MINUTE INTENSIT'i(INCH/HOUR).. 1.300
SLOPE OF lO-YEAR INTENSIT'i~DURATION CURVE.. 0.5505732
SLOPE OF 100-YEAR INTENSITY-DURATION CURVE.. 0.5495536
COMPUTED RAINFALL INTENSITY DATA,
STORM EVENT.. 10.00 I-HOUR INTENSITY(INCH/HOUR)" 0.889
SLOPE OF INTENSITY DURATION CURVE .. 0.5506
RCPC&WCD HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD
NOTE, COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL
AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES
*USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL, CURB GUTTER-GEOMETRIES, MANNING
WIDnI CROSSFALL IN- I OUT-/PARK- HEIGHT WIDTH LIP HIKE FAC"I'OR
NO. (FT) (FT) SIDE I SIDEI WAY (FT) (FT) (FT) (FT) (n)
I
I
30.0
0.018/0.018/0.020
2.000.03130.1670.0150
0.67
20.0
I
GLOBAL STREET FLOW-DEPTH CONSTRAINTS,
1. Relative FlOW'-Depth.. 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-CUrb)
2. (Depth) * (Velocity) Constraint.. 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE. *
I
**************...............................*........*.................*...............****..*******
FLOW PROCESS FROM NODE
0.00 TO NODE
1.00 IS CODE.. 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS"""""
I
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC .. It. [(LENGTH**3) I (ELEVATION CHANGE)] **.2
INITIAL SUBAREA FLOW-LENGTI!.. 250.00
UPSTREAM ELEVATION.. 74.35
DOWNSTREAM ELEVATION .. 71.31
ELEVATION DIFFERENCE.. 3.04
TC.. 0.303*!( 250.00**3)/( 3.04)]**.2 6.665
10 YEAR RAINFALL INTENSITY(INCH/HOUR}.. 2.980
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8849
SOIL CLASSIFICATION IS "C"
SUBAREA RUNOFF(CFS) .. 1.03
TOTAL AREA(ACRES} .. 0.39 TOTAL RUNOFF(CFS)
1.03
I
I
****..*..........**........*..............................................................*.***......**.*
FLOW PROCESS FROM NODE
1.00 TO NODE
2.DD IS CODE
61
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRIJ SUBAREA"""""
>>>>> (STANDARD CURB SECTION USED) """""
I
UPSTREAM ELEVATION(FEET)., 71.31 DOWNSTREAM ELEVATION(FEET)
STREET LENGTH (FEET) .. 1035.0D CURB HEIGHT (INCHES) 6.0
STREET HALFWIDTH(FEET) ., 28.00
20.86
I
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET)
INSIDE STREET CROSSFALL(DECIMAL) c D.02D
OUTSIDE STREET CROSSFALL(DECIMAL) D.D2D
23.00
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1
STREET PARKWAY CROSSFALL(DECIMAL) D.D20
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb)
Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200
D.D150
I
*.TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS)
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW,
STREET FLOW DEPTH (FEET) .. 0.25
HALFSTREET FLOOD WIDTH (FEET).. 6.21
AVERAGE FLOW VELQCITY(FEET/sEC.)" 4.03
PRODUCT OF DEPTH&VELOCITY(FT.FT/SEC.).. 1.01
STREET FLOW TRAVEL TIME(MIN.}.. 4.28 Tc(MIN.}
10 YEAR RAINFALL INTENSITY(INCH/HOUR) .. 2.268
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8812
2.03
I
10.95
\\
Printed: 06/28/2005 10: 10:56 AM AM
Modified: 06/28/2005 10:06:54 AM AM
Page 1 of9
I
I
...
....--,:h_ _::'''". ~ _.' .__ _~'~"'._ __"__._
, .., " , ,. . .. . C:\aes2000lhydrosft\ratscx\44110.RES .
..',-.:-~....__ :"_', ."l,,,~,::,,,~";":'<_'-';":;;':""~;:..~';:;:: ,.~~_~",=:;":;",...-.",,~J~ ~-':;,;_;;._;..:s._^
I
SOIL CLASSIFICATION IS ftC~
SUBAREA AREA(ACRES) ~ 1.00
TOTAL AREA(ACRES) = 1.39
SUBAREA RUNOFF(CFS)
PEAK FLOW RATE{CFS)
.00
3.03
I
END OF SUBAREA STREET FLOW HYDRAULICS.
DEPTH (FEET) "' 0.28 HALFSTREET FLOOD WIDTII(FEET) 7.65
FLOW VEWCITY(PEET/SEC.) .. 4.30 DEPnI*VELOCITY(FT*FT/SEC.) 1.20
LONGEST FLOWPATIt FROM NODE 0.00 TO NODE 2.00 = 1285.00 FEET.
*.******.*****",,****.*,,********'*"''''*''''*'*'**********...*****************"****.,.,,
I
FLOW PROCESS FROM NODE
2.00 IS CODE
2.00 TO NODE
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE""",.."
I
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
TIME OF CONCENTRATION(MIN.) . 10.95
RAINFALL INTENSITY(INCH/HR}.. 2.27
TOTAL STREAM AREA(ACRESl.. 1.39
PEAK FLOW RATE (CFS) AT CONFLUENCE.. 3.03
I
FLOW PROCESS FROM NODE
2.00 IS CODE.. 21
5.00 TO NODE
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS"""""
I
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC .. K.[(LENGTH..3)/(ELEVATION CHANGE)]...2
INITIAL SUBAREA FLOW-LENGTH.. 675.00
UPSTREAM ELEVATION" 41. 65
DOWNSTREAM ELEVATION.. 20.75
ELEVATION DIFFERENCE... 20.90
TC.. 0.303.[( 675.00**3)/( 20.90)]**.2.. 8.225
10 YEAR RAINFALL INTENSITY (INCH/HOUR).. 2.654
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8834
SOIL CLASSIFICATION IS "CO
SUBAREA RUNOFF(CFS) ... 1.62
TOTAL AREA(ACRBS) .. 0.69 TOTAL RUNOFF(CFS) 1.62
I
I
FLOW PROCESS FROM NODE
1
2.00 TO NODE
2.00 IS CODE ..
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE"""""
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES"""<,,
I
TOTAL NUMBER OP STREAMS" 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.)" 8 .23
RAINFALL INTENSITY (INCH/HR).. 2.65
TOTAL STREAM AREA{ACRES).. 0.69
PEAK FLOW RATE(CFS) AT CONFLUENCE.. 1.62
I
** CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 3.03
2 1.62
AREA
(ACRE)
1.39
0.69
TO
(MIN.)
10.95
8.23
INTENSITY
(INCH/HOUR)
2.268
2.654
I
.................................WARNING..................................
IN nus COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON 'I1iE RCFC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. 'I1iIS FORMULA
WILL NOT NECESSARILY RESULT IN 'I1iE MAXIMUM VALUE OF PEAK FLOW.
I
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR , STREAMS.
.. PEAK FLOW RATE TABLE ..
STREAM RUNOFF TO INTENSITY
NUMllER (CFS) (MIN.) ( INCH/HOUR)
1 3.89 8.23 2.654
, 4.41 10.95 2.26B
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE (CFS) 4.41 Tc{MIN.) .. 10.95
TOTAL AREA (ACRES) . 2.08
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 1285.00 FEET.
I
I
FLOW PROCESS FROM NODE
2_00 TO NODE
6.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA"""""
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) <<<<<
I
ELEVATION DATA: UPSTREAM (FEET).. 15.84 DOWNSTREAM(FEET) 15.66
FLOW LENG'I1i(FEET).. 37.60 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.).. 4.12
GIVEN PIPE DIAMETER(INCH) c 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) .. 4.41
PIPE TRAVEL TIKE(MIN.).. 0.15 TC(MIN.).. 11.10
LONGEST FLOWPATH FROM NODE 00 TO NODE 6.00.. 1322.60 FEET.
I
............................................................................
FLOW PROCESS FROM NODE
6.00 TO NODE
6.00 IS CODE.. 10
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 ,,<<,,<
I
................................................................................................
7.00 TO NODE
8.00 IS CODE _ 21
Page 2 of9
FLOW PROCESS FROM NODE
.. .., . ..
;,._...-,.::_..-..:......i......~_.
Modified: 06/28/2005 10:06:54 AM AM
Printed: 06/28/200510:10:56 AM AM
I
...,~
,-z....
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
--~~':'-:"7:':::':"__"~-;-- '-C,-:-~-~ - ~~~":c~~_~-~.n_:~_,-::~::~. n
C:\a~~~O~\hydrosft~~!s~x~ 11 O.~~S______c,.2_~~_~____ _ ___
>>>>~RATIONAL METHOD INITIAL SUBAREA ANALYSIS<cc<c
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC .. K*{(LENG'!'H**Jl/(ELEVATION CHANGE)]**" :2
INITIAL SUBAREA FLOW-LENGTH E 1000.00
UPSTREAM ELEV1\.TION .. 70.30
DOWNS~ ELINATION = 20.75
ELEVATION DIFFERENCE = 49.55
TC" 0.303*[( lOOO.OouJ)!< 49.55)]"'*.2.. 8.761
10 YEAR RAINFALL INTENSITY (INCH/HOUR) m :2.564
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8830
SOIL CLASSIFICATION IS ftC"
SUBAREA RUNOFF(CFS) z 2.26
TOTAL AREA(ACRES) . 1.00 TOTAL RUNOPF(CFS)
2.26
FLOW PROCESS FROM NODE
8.00 TO NODE
8.00 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.)", 8.76
AAINFALL INTeNSITY(INCH/HR).. 2.56
TOTAL STREAM AREA (ACRES) .. 1.00
PEAK FLOW RATE(CFS) AT CONFLUENCE _ 2.26
FLOW PROCESS FROM NODE
8.00 IS CODE = 21
9.00 TO NODE
>>>>>RATIONAL METHOD INITIAL S1JB.AREA ANALYSIS..........
ASSUMED INI'I'IAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC _ K*[(LENGTH**3)/(ELEVATION CHANGE))**.2
INITIAL SUBAREA FLOW-LENGTH.. 675.00
UPSTREAM ELEVATION .. 41.65
DOWNSTREAM ELEVATION.. 20.75
ELEVATION DIFFERENCE.. 20.90
TC" 0.303*[( 675.00u3)/( 20.90))u.2 8.225
10 YEAR RAINFALL INTENSITY (INCH/HOUR) .. 2.654
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8834
SOIL CLASSIFICATION IS ~C~
SUBAREA RUNOFF(CFS) .. 1.62
TOTAL AREA(ACRES) .. 0.69 TOTAL RUNOFF(CFS)
1.62
****************************************************************************
FLOW PROCESS FROM NODE
8.00 TO NODE
1
8.00 IS CODE"
>>>>>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.).. 8.23
RAINFALL INTENSITY(INCH/HR).. 2.65
TOTAL STREAM AREA (ACRES) .. 0.69
PEAK FLOW RATE (CFS) AT CONFLUENCE.. 1.62
** CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 2.26
2 1.62
To
(MIN.)
8.76
8.23
INTENSITY
( INCH/HOUR)
2.564
2.654
AREA
(ACRE)
1.00
0.69
********...........*..*.**..*****WARNING..........*...*.*..*......***...*.
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL Nar NECESSARILY RESULT IN THE MAXIMUM VM.UE OF PEAK FLOW.
***.***.******************.**.**.*...**.*******.*************************.
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK
STREAM
NUMBER
1
,
FLOW RATE TABLE u
RUNOFF TC
(CFS) (MIN.)
3.74 8.23
3.83 8.76
INTENSITY
( INCH/HOUR)
2.654
2.564
COMPUTED CONFLUENCE ESTIMATES .ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) 3.83 Tc(MIN.) =
T01'AL AREA{ACRES) " 1.69
LONGEST FLOWPATH FROM NODE 7. OG TO NODE
8.76
8.00
1000.00 FEET.
************.**********************...........*.....**************..............................*
FLOW PROCESS FROM NODE
6.00 IS CODE.. 41
8.00 TO NODE
>>>>>COMPUTE PIPE. FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) <<..<<
=======........................".........."=........,,..........--........===========............--...........""........"..
ELEVATION DATA: UPSTREAM(FEET}.. 15.85 DOWNSTREAM{FEET) 15.66
FLOW LENGTH (FEET) .. 33.50 MANNING'S N.. 0.G13
DEPTH OF FLOW IN 24.0 INCH PIPE IS 7.9 INCHES
PIPE-FLOW VELOCITY (FEET/SEC.) .. 4.21
GIVEN PIPE DIAMETER(INCH) .. 24.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) .. 3.83
PIPE TRAVEL TIME(MIN.).. 0.13 Tc(MIN.).. 8.89
LONGEST FLQWPATH FROM NODE 7.00 TO NODE 6.00.. 1033.50 FEET.
\~
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/200510:06:54 AM AM
Page 3 019
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-,"
.~..__.
" -
--:--T<;;-;--- V"-~~"-:;_--'-:T-'T" -." _~ .--::~' _ _ .:' ~--'-:~-:"W'~-~.."
'::_::,~', ,,~':.,; ~=-.:S:~~:,20~~\~y'd~:ft~rals~\~~.~E.RE(. -"
.,,,"'.,,"'.."''''''''*******,,**...**'*'''*'''''''**...****,,**..,,***'**.*******"""..****"'*"'..********
FLOW PROCESS FROM NODE
6.00 TO NODE
6.00 IS CODE.. 11
>>>>>OONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<<
==C===Z=~~~BKm~===C======~g_*_"~~~==========~=._K__~e~=========Q_____~~=====
** MAIN
STREA>!
NUMBER
1
LONGEST
STREAM CONFLUENCE DATA .,..
RUNOFF Tc INTENSITY
(CPS) (MIN.) (INCH/HOUR}
3.B3 8.89 2.542
FLOWPATB FROM NODE 7.00 TO
AREA
(ACRE)
1.69
NODE 6.00
1033.50 FEET.
** MEMORY
STREAM
N1JlI'.BER
1
LONGEST
BANK # 1 CONFLUENCE DATA ..
RUNOFF Tc INTENSITY
(CFSl (MIN.) (INCH/HOOR)
4.41 11.10 2.251
FLOWPAt'H FROM NODE 0.00 TO NODE
AREA
(ACRE)
:2.08
6.00
1322.60 FEET.
.... ..**..****. *.... ........ **...* ......*WARNING....* *******.. *..*.. .........*******........
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE D-l AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
......*........*....****............*..*..*****..***.*..*.............********.*........*.......**
... PEAK
STREA>!
NUMBER
1
,
FLOW RATE TABLE *.
RUNOFF Tc
(CFS) (MIN.)
7.36 8.89
7.80 11.10
INTENSITY
( INCH!HOUR)
2.542
2.251
COMPln'ED CONFLUENCE
PEAK FLOW RATE (CFS)
TOTAL AREA(ACRES) _
ESTIMATES ARE
7.80
3.77
AS FOLLOWS,
Tc(MIN.) _
11.10
*.*.......................********............**.*..***.***............*******..*..*..........
FLOW PROCESS FROM NODE
6.00 TO NODE
6.00 IS CODE _ 12
>>>>>CLEAR MEMORY BANK I 1 <<<<<
___c_c__c___________cc_==__====____________________=__=____._...________=___
..*........................*****......................".."..............******.**..*.........................**..**.............
FLOW PROCESS FROM NODE
6.00 TO NODE
12.00 IS CODE _ 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) <<<<<
______a________________==____________________c____________a_______________==
ELEVATION DATA: UPSTREAM(FEET) _ 15.64 DOWNSTREAM (FEET) 14.50
FLOW LENGTH (FEET) _ 227.16 MANNING'S N _ 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.2 INCHES
PIPE-FLOW VELOCITY(FEET!SEC.) _ 4.87
GIVEN PIPE DIAMETER (INCH) _ 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) _ 7.80
PIPE TRAVEL TIME(MIN.). 0.78 Tc(MIN.) _ 11.88
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 12.00 a 1549.76 FEET.
..........."........*".."",,*...................................................................................................*
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE = 10
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK I 1 <<<<<
..................... "................ *....................................."...... ".......... ....**..**..*.....................
FLOW PROCESS FROM NODE
13 .00 TO NODE
14.00 IS CODE _ 21
>>>>>RJl.TIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
______oo___oooooooo_oo=oooo=oo_=ooc____=____________oooooo_oo_oooooo____oooo_coo_______a________
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC _ K"'[(LENGTH**3)!(ELEVATION CHANGE)] **.2
INITIAL SUBAREA FLOW-LENGTH _ 700.00
UPSTREAM ELEVATION. 70.00
DOWNSTREAM ELEVATION.. 55.00
ELEVATION DIFFERENCE _ 15_00
TC = 0.303"[( 700.00**3}!( 15.00)]**.2 983
10 YEAR RAINFALL INTENSITY(INCH!HOUR} _ 2.529
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT _ .8828
SOIL CLASSIFICATION IS ~C~
SUBAREA RtmOFF (CFS) _ 8.48
TOTAL AREA(ACRES) _ 3.80 TOTAL RUNOFF(CFS)
8.48
.......................................*......*......................*...............................".....""..""..*..***.."...."..
FLOW PROCESS FROM NODE
14.00 TO NODE
15.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 49.24 DOWNSTREAM(FEET} 42.58
FLOW LENGTH (FEET) _ 170.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 7.3 INCHES
PIPE-FLOW VELOCITY(FEET!SEC.) _ 10.55
GIVEN PIPE DIAMETER(INCH);: 24.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) "' 8A8
PIPE TRAVEL TIME(MIN.) _ 0.27 Tc(MIN.) _ 9.25
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 15.00 _ 87000 FEET.
FLOW PROCESS FROM NODE
15.00 TO NODE
15.00 IS CODE ..
1
,.,.,.,.,.DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
TOTAL NUMBER OF STREAMS _ 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
\'\
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/200510:06:54 AM AM
Page 4 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
r:::.";"-:'::-.-:-~ :~.-:. ::~ ~~LI~--'~' :::.':-?C~e~2090~yd;;;~ft\;t;x\441-1-o.RES ,:--
<'""-..;. ~_--.~~~~";;...',_,"--~...:oz.,,';;;c,;;,;.::;'~ -'--------'.:w,::....~~:.:..:.....:.2'_..'"'_ .__,.'~..:..o.__ _._......:.....~_.__..;,
-,.- ','... ,-
--.:......j.""_~,_._-.;..~,,.,. _...:-~C-.,~_"
TIME OF CONCENTRATION{MIN.) = 9.25
RAINFALL INTENSI'I'Y(INCH/HR).. 2A9
TOTAL STREAM AREA(ACRES).. 3.80
PEAK FLOW RATE(CFS) AT CONFLUENCE.. B .48
.,.."***..*********............,,,................****...............,**.............*.......,,,.,,."'..,,***..........
FLOW PROCESS FROM NODE
16.00 TO NODE
15.00 IS CODE.. 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS~<<<~
__~_~~=c==c=~=~::~~=~__..ccc.~=======z_~._..=~~c=======Z~Ma___..c=~=cc====~~
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC. K*[(LENGTHu3)/(ELEVATION CHANGE))"'.:;!
INITIAL SUBAREA FLOW-LENGTH _ 420.00
UPSTREAM ELEVATION.. 61. 00
DOWNSTREAM ELEVATION.. 51.00
ELEVATION DIFFERENCE.. 10.00
TC.. 0.3D3"!( 420.00U3)/{ 10.00)]**.2. 7.170
10 YEAR RAINFALL INTENSITY{INCH/HOUR). 2.B63
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. . BB44
SOIL CLASSIFICATION IS "CO
SUBAREA RUNOFF(CFS) .. 4.56
TOTAL AREA(ACRES) .. 1.80 TOTAL RUNOFF(CFS)
4.56
""................".."""".."""""""""""""""""""""""""""......""""""""""""""".."*...."""..",,......
FLOW PROCESS FROM NODE
15.00 TO NODE
15.00 IS CODE ..
,.,.,.,.,.DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE",,,,,,,,,,,,,
,.,.,.,.,.J\ND COMPUTE VARIOUS CONFLUENCED STREAM VALUES",,,,,,,,,,,,,
.......................................................................................-..................................-............
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE,
TIME OF CONCENTRATION(MIN.).. 7.17
RAINFALL INTENSITY (INCH/HR) .. 2.86
TOTAL STREAM AREA{ACRES).. LBO
PEAK FLOW RATE (CFS) AT CONFLUENCE.. 4.56
** CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 8.48
2 4.56
TO
(MIN.)
9.25
7.17
INTENSITY
( INCH/HOUR)
2.488
2.863
AREA
(ACRE)
3.80
1.80
*......* **..*......"" ......"""".............."...... *WARNING"""""""""" *".."".... *..* ***"""""""""""
IN THIS COMPUTER PROGRAM, niE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
..""*****...."""".."""""".."....*".."*"..**...."..".""*""""""..",,,,,,"""...***....""""***"""
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
"" PEAK
STREAM
NUMBER
1
,
FLOW RATE TABLE h
RUNOFF Te
(CFS) (MIN.)
11.13 7.17
12.44 9.25
INTENSITY
( INCH/HOUR)
2.B63
2.4B8
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS I
PEAK FLOW RATE(CFS) 12.44 Te(MIN.).
TOTAL AREA(ACRES) .. 5.60
LONGEST FLQWPATH FROM NODE 13.00 TO NODE
9.25
15.00
870.00 FEET.
"......"""*""".."""".."""""""""""""""""............"""...."""...."",,,,""""""""".."..".."......""""
FLOW PROCESS FROM NODE
15.00 TO NODE
17.00 IS CODE.. 41
,.,.,.,.,.CQMPUTE PIPE-FLOW TRAVEL TIME 'I'HRU SUBAREA",,,,,,,,,,,,,
,.,.,.,.,.USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) "'''''''''''''
ELEVATION DATA' UPSTREAM (FEET) .. 45.06 OOWNSTREAM(FEET) 36.70
FLOW LENGTII(FEET).. 165.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS B.3 INCHES
PIPE-FLOW VELOCITY(FEET!SEC.).. 12.B9
GIVEN PIPE DIAMETER (INCH). 24.00 NUMBER OF PIPES
PIPE-FLOW (CFS) .. 12.44
PIPE TRAVEL TIME(MIN.).. o.n Te(MIN.). 9.47
LONGEST FLQWPA'l'H FROM NODE 13.00 TO NODE 17.00. 1035.00 FEET.
...."..""""..".."""""""""""""""""..""....""....""....""""""""""""""""""..""""""""""""""""
FLOW PROCESS FROM NODE
17.00 TO NODE
17.00 IS CODE ..
,.,.,.,.,.DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE",,,,,,,,,,,,,
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
TIME OF CONCENTRATION(MIN.).. 9.47
RAINFALL INTENSITY(INCH!HR).. 2.46
TOTAL STREAM AREA (ACRES) .. 5.60
PEAK PLOW RATE(CFS) AT CONFLUENCE.. 12.44
.."....""""..""..""..".."'.."'.........."''''..''''''''''''''''''"..""""""'''"",,,,''''''........'''"''''''''''..'''....''' "'''''''.. "'''''''''''''''''''''''
FLOW PROCESS FROM NODE
18.00 TO NODE
17.00 IS CODE.. 21
,.,.,.,.,.RATIONAL METHOD INITIAL SUBAREA ANALYSIS",,,,,,,,,,,,,
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC.. K"'((LENGTH**3)/(ELEVATION CHANGE)]u.2
INITIAL SUBAREA FLOW-LENGnl:. 390.00
UPSTREAM ELEVATION.. 53.00
DOWNSTREAM ELEVATION _ 40. BO
ELEVATION DIFFERENCE _ 12.20
'"
\';)
Printed: 06/28/2005 10: 1 0:56 AM AM
Modified: 06/28/2005 10:06:54 AM AM
Page 5 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
C:\aes2000\hYd~ft\~tscxi4i1-1-:0~RES ~,
TC.. 0.303*[( 390.00**31/( 12.20}]u.2.. 6.591
10 YEAR RAINFALL INTENSITY(INCH!HOUR)" 2.999
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8850
SOIL CLASSIFICATION IS "C"
SUBAREA RUNOFF{CFS) " 4.46
TOTAL ARRA(ACRES) = 1.68 TOTAL RUNOFF{CFS) 4.46
*****************.......***".****.*"........................................"**".**".*,,...
FLOW PROCESS PROM NODE
17.00 TO NODE
17.00 IS CODE
>>",o>>DESIGNATE INDEPENDENT STREJIM FOR CONFLUENCEcc.::,,<:
>",.,.>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUESc",,,<:<
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT S'I'REAM 2 ARE,
TIME OF CONCENTRATION(MIN.).. 6.59
RAINFALL INTENSITY(INCH/HR) '" 3.00
TOTAL STREAM AREA (ACRES) = 1.68
PEAK FLOW RATE(CFS) AT CONFLUENCE.. 4.46
U CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 12.44
2 4.46
To
(MIN.)
9.47
6.59
INTENSITY
(INCH/HOUR)
2.457
:L999
AREA
(ACRE)
5.60
1.68
*"*******************************WARNING**********************************
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMUIA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK
STREAM
NUMBER
1
,
FLOW RATE TABLE **
RUNOFF Tc
(CFS) (MIN.)
13.12 6.59
16.10 9.47
INTENSITY
( INCH/HOUR)
:2.999
2.457
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS.
PEAK FLOW RATE(CFS) 16.10 Tc(MIN.)..
TOTAL AREA. (ACRES) .. 7.28
LONGEST FLOWPATH FROM NODE 13.00 TO NODE
9.47
17.00
1035.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE
17.00 TO NODE
l2.10 IS CODE = 41
>>>>>COMPUTE PIPE.FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA, UPSTREAM (FEET).. 36.70 DOWNSTREAM (FEET) 21.10
FLOW LENGTH (FEET) .. 390.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.)" 12.68
GIVEN PIPE DIAMETER(INCH).. 24.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) .. 16.10
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.}.. 9.98
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 12.10.. 142500 FEET.
FLOW PROCESS FROM NODE
12.10 TO NODE
12.10 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.).. 9.98
RAINFALL INTENSITY(INCH/HR).. 2.39
TOTAL STREAM AREA(ACRESl = 7.28
PEAK FLOW RATE(CFS) AT CONFLUENCE", 16.10
FLOW PROCESS FROM NODE
10.00 TO NODE
1l.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 '" 500.00
UPSTREAM ELEVATION.. 60.00
DOWNSTREAM ELEVATION.. 27.40
ELEVATION DIFFERENCE" 32.60
TC.. 0.303*[( 500.00"'3)/( 32.60)]"'.2.. 6.285
10 YEAR RAINFALL INTENSITY (INCH/HOUR).. 3.078
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT" . 8853
SOIL CLASSIFICATION IS "C"
SUBAREA RUNOFF(CFS) '" 12.81
TOTAL AREA (ACRES) '" 4.70 TOTAL RUNOFF(CFS) 12.81
FLOW PROCESS FROM NODE
11. 00 TO NODE
12.10 IS CODE
1
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONf'LUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES-<<<<<
TOTAL NUMBER OF STIU:AJl'lS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE,
TIME OF CONCENTRATION(MIN.) 6.29
RAINFALL INTENSITY (INCH!HR).. 3.08
\Cf>
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:06:54 AM AM
Page 6 019
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~-- -, ~-, .~"... :;....'
.-- ~ ---"'--"-- ~- ---~ ~....~:: -~-<'---::""''''''''''-'--~~----~'~' .~. -'-. -~ ~'.-'"' - _.. -'.~'-----'~"7"-~' '.-~'~~
. 'f-" '._.. ..' ',' ,;'.; C:\aes2000lhydrosftlratscxl44110.RES .'
'~L~~:L~~,~~~~";:;;;';:"~_':~'r~ __~-_~.~_~~:___ --.:.._....:...:......._.-:_~,_-"---'"__~.~-. __ _'-__,,_
I
i
*,_._----'
TOTAL STREAM AREA(ACRES)", 4.70
PEAK FLOW RATE (CFS) AT CONFLUENCE"
12.81
"" CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 16.10
2 12.81
To
(MIN.)
9.98
6.29
INTENSITY
( INCH/HOUR)
2.387
3.078
AREA
(ACRE)
7.28
4.70
*******************......**..".....,.......WARNING....,..,....."''''..'''....**........**........"'..............
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCPC&WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
..."......**.................................e.....*............"....................**"..............,...................................
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
.. PEAK
STREAM
NUMBER
1
2
FLOW RATE TABLE ......
RUNOFF Te
(CFS) (MIN.)
22.95 6.29
26.03 9.98
INTENSITY
( INCH/HOUR)
3.078
2.387
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS,
PEAK FLOW RATE(CFS) 26.03 Te(MIN.)..
TOTAL AREA(ACRES) .. 11.98
LONGEST FLOwPATH FROM NODE 13.00 TO NODE
9.98
12.10
1425.00 FEET.
FLOW PROCESS FROM NODE
12.10 TO NODE
12.00 IS CODE" 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA"""""
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) """""
ELEVATION DATA, UPSTREAM (FEET) " 21.21 DOWNSTREAM(FEET) 15.40
FLOW LENGTH (FEET) .. 65.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.).. 19.36
GIVEN PIPE DIAMETER(INCH)" 24.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) .. 26.03
PIPE TRAVEL TIME(MIN.) " 0.06 Te(MIN.)" 10.03
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 12.00 1490.00 FEET.
....................................................................................................
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE" 11
>>>>>CONFLUENCE ~EMORY BANK #I 1 WITH THE MAIN-STREAM MEMORY"""""
.. MAIN
STREAM
NUMBER
1
LONGEST
STREAM CONFLUENCE DATA ..
RUNOFF Tc INTENSITY
{CFS} (MIN.) (INCH/HOUR)
26.03 10.03 2.379
FLOWPATH FROM NODE 13.00 TO
AREA
(ACRE)
11.98
NODE 12
00 .
1490.00 FEET.
U MEMORY BANK #I 1 CONFLUENCE DATA ..
STREAM RUNOFF Te INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 7.80 11.88 2.168
LONGEST FLOWPATH FROM NODE 0.00 TO NODE
AREA
(ACRE)
3.77
12.00
1549.76 FEET.
.................................WARNING..................................
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCO FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
..........................................................................
.. PEAK FLOW RATE TABLE ..
STREAM RUNOFF To INTENSITY
NUMBER (CFS) (MIN.) ( INCH/HOUR)
1 32.61 10.03 2.379
2 31.52 11.88 2.168
COMPUTED CONFLUENCE
PEAK FLOW RATE(CFS)
TOTAL AREA (ACRES) "
ESTIMATES ARE AS FOLLOWS,
32.61 Te(MIN.)"
15.75
10.03
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE.. 12
>>>>>CLEAR MEMORY BANK #I 1 """""
FLOW PROCESS FROM NODE
12.00 TO NODE
27.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA"""""
>>>>>USIOO USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) """""
ELEVATION DATA, UPSTREAM(FEET) = 14.40 DOWNSTREAM (FEET) 12.38
FLOW LENGTH(FEET).. 405.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 22.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.90
GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) .. 32.61
PIPE TRAVEL T1ME(M1N.) = 0.98 Tc(MIN.} = 11.01
LONGEST FLQWPATH FROM NODE 0.00 TO NODE 27.00" 1954.76 FEET.
FLOW PROCESS FROM NODE
\\
27.00 TO NODE
27.00 IS CODE
Printed: 06/28/2005 10: 1 0:56 AM AM
Modified: 06/28/200510:06:54 AM AM
Page 7 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"
-~ ~'_'_'_.~..~-,=.,,,.'~-''''.,--~.._~_.... ....~..~. .-" - -.- -" -_. -~~-'~
,: ',' , . _ '., C:l8es2000\hydrosft\rats~\44 110.RES, .'
~;::_____-:..:c....._~...w.::.-':>__ " ....._........:,__,,_.~._.__ ._"-'__-.-'::._
-."
1
!
">t
--,:",:;--,:,--.~._';;.-
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE""<,,c
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
TIME OF CONCENTRATION(MIN.)" 11.01
RAINFALL INTENSITY(INCH!HR).. 2.26
TOTAL STREAM AREA(ACRES}.. 15.75
PEAK FLOW RATE(CFS) AT CONFLUENCE c 32.61
FLOW PROCESS FROM NODE
26.00 TO NODE
27.00 IS CODE _ 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC . K*[(LENGTH**3j/(ELEVATION CHANGEl]...2
INITIAL SUBAREA FLOW-LENGTH.. 525.00
UPSTREAM ELEVATION = 35_00
DOWNSTREAM ELEVATION _ 14.90
ELEVATION DIFFERENCE.. 20.20
TC ~ O.303~[( 525.00**3)/( 20.20)]**.2 "
10 YEAR RAINFALL INTENSITY (INCH/HOUR) '" 2
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ..
SOIL CLASSIFICATION IS MCM
SUBAREA RUNOFF(CFS) ..
TOTAL AREA (ACRES) ..
7.122
an
.8845
10.17
4.00
TOTAL RUNOFF(CFS)
10.17
FLOW PROCESS FROM NODE
27.00 TO NODE:
27.00 IS CODE "'
1
>>>>>DESIGN1l.TE INDEPENDENT STREAM FOR CONFLUENCE"""""
>>>>>I\ND COMPUTE VARIOUS CONFLUENCED STREAM VALUES""",,,,,,
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE,
TIME OF CONCENTRATION(MIN.)", 7.12
RAINFALL INTENSITY (INCH/RR) .. 2.87
TOTAL STREAM AREA(ACRES).. 4.00
PEAK FLOW RATE (CFS) AT CONFLUENCE .. 10.17
** CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 32.61
2 10.17
To
(MIN.)
11.01
7.12
INTENSITY
( INCH/HOUR)
2.260
2.873
AREA
(ACRE)
15.75
4.00
........................................ ..... .........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 FORMULA USED FOR 2 STREAMS.
.. PEAK FLOW RATE TABLE ..
STREAM RUNOFF To INTENSITY
NUMBER (CFS) (MIN.) ( INCH/HOUR)
1 31.26 7.12 2.873
2 40.61 11.01 2.260
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS,
PEAK FLOW RATE(CFS) 40.61 Tc(MIN.)", 11.01
TOTAL AREA(ACRES) "' 19.75
LONGEST FLQWPATH FROM NODE 0.00 TO NODE 27.00
1954.76 FEET.
FLOW PROCESS FROM NODE
27.00 TO NODE
19.00 IS CODE.. 41
>>>>>COMPtITE PIPE-FLOW TRAVEL TIME THRU SUBAREA"""""
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)"""""
ELEVATION DATA, uPSTREAM (FEET) "' 12.38 POWNSTREAM(FEET) 11.40
FLOW LENGTIl(FEET).. 195.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.8 INCHES
PIPE-FLOW VELOCITY(FEF:I'/SEC.)", 7.19
GIVEN PIPE DIAMETER(INCH) .. 36.00 NUMBER OF PIPES 1
PIPE-FLQW(CFS) .. 40.61
PIPE TRAVEL TIME(MIN.).. 0.45 Tc(MIN.).. 11.46
LONGEST FLOWPATH FROM NODE 00 TO NODE 19.00 2149.76 PEET.
+--------------------------------------------------------------------------+
I START PLOWS IN YNEZ I
FLOW PROCESS FROM NODE
7.00 TO NODE
34.00 IS CODE.. 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS"""""
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC.. K.[(LENGTH**3)/(ELEVATI0N CIlANGE)) **.2
INITIAL SUBAREA FLOW-LENGTH.. 795.00
UPSTREAM ELEVATION.. 70.30
DOWNSTREAM ELEVATION.. 55.58
ELEVATION DIFFERENCE.. 14.72
TC.. 0.303.[( 795.00**3)/( 14.72))**.2 9.733
10 YEAR RAINFALL INTENSITY (INCH/HOUR).. 2.419
\"e
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:06:54 AM AM
Page 8 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
._,.,,.,~,.,.-~>- -~..'----
- ~",. ,., u. _. .' -'-f':' - ,
-,,-... -~--'-
. -. .' '.
C:\aes2000IhydroSftlratsc!<\44t1Q,RES"\. ' "
,.C'~.~u~_ __l'~h'~"'" .--..._...........:..._._.:'\.__._.
.~, .
~. _..
.- , -' ,",
..o.._~_-::..::::...~~;.:,,_;,!j
-. ".- .,
::';.:;"$'---"';';'~;"':'.~~;;;._-'c
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8821
SOIL C1.ASSIFlCATION IS ~C.
SUBAREA RUNOFP(CFS) ~ 2.60
TOTAL AREA(ACRES) _ 1.22 TOTAL RUNOFF(CFS)
2.60
**........**"'**..***........"'....."'........*..."''''..'''.....,'''.........................****............
FLOW PROCESS FROM NODE
34.00 TO NODE
35.00 IS CODE z 61
:>:>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAAEA<<<<""
,.,,>:>> (STANDARD CURB SECTION USED) <<<<<
UPSTREAM ELEVATION (FEET) .. 55.58 DOWNSTREAM ELEVATION(FEET)
STREET LENGTIl(FEET}" 470.00 CURB HEIGHT(INCHES) 6.0
STREET HALFWIDTH(FEET} = 48.00
46.09
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK{FEET)
INSIDE STREET CROSSFALL(DECIMAL).. 0.020
OUTSIDE STREET CROSSFALL{DECrMAL) 0.020
43.00
SPECIFIED NUMBER OF HALFS'I'REETS CARRYING RUNOFF
. STREET PARKWAY CROSSFALL (DECIMAL) 0.020
Marming's FRICTION FACTOR for Streetflow Section{curb-to-curb).. 0.0150
Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200
UTRAVEL TIME COMPUTED USING ESTIMATED F'LOW(CFS) 3.29
STRElITFLOW MODEL RESULTS USING ESTIMATED FLOW,
STREET FLOW DEPTH (FEET) .. 0.32
HALFSTREET FLOOD WIDTH (FEET) .. 9.66
AVERAGE FLOW VELOCITY(FEET!SEC.).. 3.13
PRODUCT OF DEPTH&VELOCITY(FT"FT!SEC.).. 1.00
STREET FLOW TRAVEL TIME(MIN.).. 2.50 Tc(MIN.) 12.24
10 YEAR RAINFALL INTENSITY{INCH!HOUR) '" 2.133
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8803
SOIL CLASSIFIo.TION IS "CO
SUBAREA AREA(ACRES).. 0.73 SUBAREA RUNOFF(CFS) 1.37
TOTAL AREA(ACRES).. 1.95 PEAK FLOW RATE(CFS) 3.97
END OF SUBAREA STREET FLOW HYDRAULICS,
DEPTH (FEET) .. 0.34 HALFSTREET FLOOD WIDTH (FEET) 10.50
FLOW VELOCITY (FEET!SEC.) .. 3.26 DEPTH"VELOCITY(FT"FT!SEC.) 1.09
LONGEST FLOWPATIi FROM NODE 7.00 TO NODE 35.00.. 1265.00 FEET.
......................................................................****.......*.............
FLOW PROCESS FROM NODE
36.00 IS CODE.. 61
35.00 TO NODE
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA"""""
>>>>> (STANDARD CURB SECTION USED) """""
UPSTREAM ELE\11l.TION(FEET).. 46.09 DOWNSTREAM ELEVATION(FEET)
STREET LENGTH(FEET).. 380.00 CURB HEIGHT(INCHES) 8.0
STREET HALFWIDTH(FEET) .. 34.00
40.21
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET)
INSIDE STREET CROSSFALL(DECIMALl.. 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020
29.00
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 2
STREET PARKWAY CROSSFALL{DECIMAL) 0.020
Manning'S FRICTION FACTOR for Streetflow Section(curb-to-curb)
Manning'S FRICTION FACTOR for Back.of-Walk Flow Section 0.0200
0.0150
UTRAVEL TIME COMPUTED USING ESTIMATED FLOW (CFS) 4.74
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW,
STREET FLOW DEP'I'H(FEET).. 0.32
HALFSTREET FLOOD WIDTH(FEET).. 8.31
AVERAGE FLOW VELOCITY(FEET!SEC.).. 2.69
PRODUCT OF DEP'I'H&VELOCITY(FT"FT/SEC.) '" 0.87
STREET FLOW TRAVEL TIME(MIN.) '" 2.35 Tc(MIN.) 14.59
10 YEAR RAINFALL INTENSITY(INCH!HOUR)", 1.936
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT '" . 8787
SOIL CLASSIFICATION IS "CO
SUBAREA AREA(ACRES).. 0.90 SUBAREA RUNOFF{CFS) 1.53
TOTAL AREA(ACRES) '" 2.85 PEAK FLOW RATE(CFS) 5.51
END OF SUBAREA STREET FLOW HYDRAULICS I
DEPTH (FEET) ~ 0.34 HALFSTREET FLOOD WIDTH(FEETl 8.99
FLOW VELOCITY(FEET!SEC.) .. 2.76 DEPTH"VELOCITY(FT"FT!SEC.) 0.93
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 36.00.. 1645.00 FEET.
END OF S'I'\JDY SUMMARY:
TOTAL AREA (ACRES)
PEAK FLOW RATE (CFS)
2.B5 TC(MIN.) '"
5.51
14.59
END OF RATIONAL METHOD ANALYSIS
,
,0..
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/200510:06:54 AM AM
Page 9 019
I
I
t~..p " ._C.:.. "".".".",.. .-.~,', _'".,.,..~..._'-. -7": C:I8~~OOO~yd~~ft\;'at~~\4411 po. RES ;. ",
_ ~__. ., ___._ __...._1:._ _. _ ~....."__"......,."'~ _ "' ~.._ .~,~,.o._.----'----'-.----'^. ..,,;...-d......, _......._.._.<',::...~ _. ":...~__...o '~._n _
I
RATlONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON
RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT
(RCFC&WCD) 1978 HYDROLOGY MANUAL
(el copyright 1982-2000 Advanced Engineering Software (aes)
Ver. I.SA Release Date, 01/01/2000 License ID 1264
Analysis prepared by:
I
RBF , Associates
14725 Alton Parkway
Irvine, CA 92618
I
**"***".+.."*".,,**,,....**,,.... DESCRIPTION OF STUDY .**"..............*.*"......*****
.. NORTH PLAZA
.. 100-Q DEVELOPED
.. ONSITE STORM DRAIN SYSTEM
I
FILE NAME, 441100.DAT
TIME/DATE OF STUDy, 10,02 06/28/2005
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION,
I
USER SPECIFIED STORM EVENT (YEAR) .. 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) .. lS.OO
SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE.. 0.90
10+YEAR STORM 10-MINUTE INTENSITY (INCH/HOUR) .. 2.360
10~YEAR STORM 60-MINUTE INTENSITY (INCH/HOUR) .. O.SSO
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.. 0.5505732
SLOPE OF 100~YEAR INTENSITY~DURATION CURVE.. 0.5495536
COMPUTED RAINFALL INTENSITY DATA,
STORM EVENT.. 100.00 I-HOUR INTENSITY (INCH/HOUR) .. 1.300
SLOPE OF INTENSITY DURATION CURVE .. 0.5496
RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD
NOTE, COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL
AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES
*USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND S'I'REETFLOW HODEL*
HALF- CROWN TO STREET.CROSSFALL, CURB GUTI'ER-GEOMETRIES, MANNING
WIOn! CROSSFALL IN~ / OUT-/PARX- HEIGHT WIDn! LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
I
I
1 30.0
0.01S/0.01S/0.020
0.67
2.00 0.0313 0.167 0.0150
20.0
I
GLOBAL STREET FLOw-DEP'm CONSTRAINTS,
1. Relative Flow-Depth ~ 0.00 FEET
as (Maximum Allowable Street Flow Depth) (Top of-CUrb)
2. (Depth)" (Velocity) Constraint.. 6.0 (FT"FT/S)
"SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO TIlE UPSTREAM TRIBUTARY PIPE.*
I
****""**************"*""**"*****"******o.o.o.""o.o.o.o.o.o."""""""o.o...*o.*o.""o.*****o.o.o.o.
"
FLOW PROCESS FROM NODE
0.00 TO NODE
1.00 IS CODE
/
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS"""""
I
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC = K"[(LENGTH**3)/(ELEVATION CHANGE)]"".2
INITIAL SUBAREA FLOW-LENGTH.. 250.00
UPSTREAM ELEVATION", 74.35
DOWNSTREAM ELEVATION _ 71.31
ELEVATION DIFFERENCE .. 3.04
TC.. 0.303o.{( 250.00**3)/( 3.04)].....2 6.665
100 YEAR RAINFALL INTENSITY(INCH/HOUR) .. 4.349
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .ssn
SOIL CLASSIFICATION IS "CO
SUBAREA RUNOFF(CFS) " 1.51
TOTAL AREA(ACRES) " 39 TOTAL RUNOFF(CFS) ..
1.51
I
I
*o.***"***..*..*..*............"o...o.***o.*o.o.o.......*....**o...o.o.....*..***********o...o.*..........o.***......
FLOW PROCESS FROM NODE
1. 00 TO NODE
2.00 IS CODE", 61
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>> (STANDARD CURB SECTION USED) <<<<<
I
UPSTREAM ELEVATION(FEET).. 71.31 DOWNSTREAM ELEVATION (FEET)
STREET LENGTH (FEET) '" 1035.00 CURB HEIGHT(INCHES) 6.0
STREET HALFWIDTH (FEET) .. 28.00
20.S6
I
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET)
INSIDE STREET CROSSFALL (DECIMAL).. 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020
23.00
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF
STREET PARXWAY CROSSFALL(DECIMAL) 0.020
Manning'S FRICTION FACTOR for Streetflow Section(curb-to-curb)
Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200
0.0150
I
HTRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS)
STREETPLOW MODEL RESULTS USING ESTIMATED FLOW,
STREET FLOW DEP'I1t(FEET).. 0.28
HALFSTREET FLOOD WIDTH (FEET) ~ 7.56
AVERAGE FLOW VELOCITY(FEET/SEC.).. 4.36
PRODUCT OF DEPTH&VELOCITY(FTo.FTjSEC.).. 1.21
STREET FLOW TRAVEL TIME (MIN.).. 3.96 Tc (MIN.)
100 YEAR RAINFALL IN'TENSITY(INCH/HOUR) _ 3.366
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT.. .SS64
3.01
I
10.62
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:02:41 AM AM
I
~~....'> ~ :....~-
1P
Page 1 of9
I
r:::.'."--:):~' ,,~~,.' ~;::C~:':~:,:>~,~'l"?:::'''':>~,,;;'~; ":":"7~"~;~~~;'::^
...__....v ...~.""...,__. ~--.----:<<r -~ -----~"......---'r
I
b:L~_i..~':3:.~~~_E:~,;;~~f;~;<\;'
..,""-,,,,,
.G:\aes~Oo.O\hxdr~~~~~~~~11~~'.~~~~--Lc.__
IS .C.
1.00
1.39
SOIL CLASSIFICATION
SUBAREA AREA(ACRES)
TOTAL AREA (ACRES) ..
SUBAREA RUNOFF ceFS)
PEAK FLOW RATE ceFS)
2.98
'"
I
END OF SUBAREA STREET FLOW HYDRAULICS,
DEPTH (FEET) ,,0.31 HALFSTREET FLOOD WID'I'H(FEET).. 9.09
FLOW VELOCI'tY{FEET/SEC.) .. 4.76 DEPTH*VELOCITY(FT*FT!SEC.) 1.47
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00.. 1285.00 FEET.
.........................****..........**..............**..................................."'**................_*...........
I
FLOW PROCESS FRO'" NODE
2.00 TO NODE
2.00 IS CODE.. 1
>>>,.,.DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE...."""
I
TOTAL NUMBER OF STREAMS = ;j!
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
TIME OF CONCENTRATION(MIN.}.. 10.62
RAINFALL INTENSITY(INCH/HR).. 3.37
TOTAL STREAM AREA(Jl.CRES}.. 1.39
PEAK FLOW RJl.TE(CFS) AT CONFLUENCE .. 4.49
........................................................................................................................................................
FLOW PROCESS FROM NODE
2.00 IS CODE.. 21
5.00 TO NODE
I
>>>>>RJ\.TIONAL METHOD INITIAL SUBJ\.REA J\.NJ\.LYSIS<<<<<
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC .. X" [(LENGTII....3) / (ELEVATION CHANGE)].....2
INITIAL SUBAREA FLOW-LENGTH c 675.00
UPSTREAM ELEVATION.. 41. 65
DOWNSTREAM ELEVATION.. 20.75
ELEVATION DIFFERENCE .. 20.90
TC" 0.303"\( 675.00....3)/( 20.90)].....2.. 8.225
100 YEAR RAINFALL INTENSITY (INCH/HOUR) " 3.874
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT.. .8879
SOIL CLASSIFICATION IS "C"
SUBAREA RUNOFF(CFS) c 2.37
TOTAL AREA (ACRES) .. 0.69 TOTAL RUNOFF(CFS) 2.37
I
I
........................................................................................................................................................
FLOW PROCESS FROM NODE
2.00 TO NODE
2.00 IS CODE c 1
I
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPtrrE VARIOUS CONFLUENCED STREAM VALUES<<<<<
I
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.).. 8.23
RAINFALL INTENSITY (INCH/HR) c 3.87
TOTAL STREAM AREA (ACRES).. 0.69
PEAK FLOW RATE(CFS) AT CONFLUENCE.. 2_37
I
.... CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 4.49
2 2.37
INTENSITY
( INCH/HOUR)
3.366
3.874
MEA
(Jl.CRE)
1.39
0_69
To
(MIN.)
10.62
8.23
I
..................................................................WJl.RNING....................................................................
IN TIllS COMPUTER PROGRAM, TIlE CONFLUENCE VALUE USED IS BASED
ON niE RCFC&WCD FORMULA OF PI.ATE D-l AS DEFAULT VALUE. TIllS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
....................................................................................................................................................
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
I
.... PEAK
STREAM
NUMBER
1
,
FLOW RATE TABLE ....
RUNOFF Tc
(CFS) (MIN.)
5.85 8.23
6.55 10.62
INTENSITY
( INCH/HOUR)
3_874
3_366
I
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE{CFS) 6_55 Tc(MIN.) = 10 62
TOTAL AREA (ACRES) .. 2.08
LONGEST FLOWPJl.TH FROM NODE 0.00 TO NODE 2.00
1285.00 FEET.
........................................................................................................................................................
I
FLOW PROCESS FROM NODE
2.00 TO NODE
6.00 IS CODE" 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME TIiRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT}<<<<<
I
ELEVATION DATA. UPSTREAM{FEET).. 15.84 DOWNSTREAM (FEET) 15.66
FLOW LENGTH(FEET}.. 37.60 MANNING'S N" 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.2 INCHES
FIPE-FLOW VELOCITY(FEET/SEC.).. 4.58
GIVEN PIFE DIJ\.METER(INCH) .. 24.00 NUMBER OF PIFES
PIPE-FLOW (CFS) .. 6.55
PIPE TRAVEL TIME(MIN.).. 0.14 Tc(MIN.).. 10.76
LONGEST FLOW PATH FROM NODE 0.00 TO NODE 6.00 1322.60 FEET.
I
..................................................*..........**..........................*..............*..................*....*..............*
6.00 TO NODE
6.00 IS CODE.. 10
FLOW PROCESS FROM NODE
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK #I 1 <<<<<
I
***..***.........................................**......*..*....****..**......*..................................*..............**
7.00 TO NODE
8.00 IS CODE.. 21
FLOW PROCESS FROM NODE
:1
.)
t-\
Printed: 06/28/2005 10:10:56 AM AM
Modified: 06/28/200510:02:41 AM AM
Page 2 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
r~'-'
,.,-~-:-,
";':~~~:~"""':"::' ~;'~C:~;;2000IhYdr~~~ls~~\44t1oo:'RES =,'
._'-___._;;,;;_~__._1:._.___ ".1_~...___, __~,____~__.__~._____...____~_._,._
t~." '~:-:L~.'_~ .:.i ~;b~
------ --- - - ---- - -- - -- -< - --- ---- - - - - - - --~. -- - - ---------- - - ---------- ---
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<~<c<
_.K~E===~.___~~===~Z__~====~~___~:==a.______a=~==~~__Mcz~==~___~====~~__..~=
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC = K"'((LENGniuJ)!(ELEVATION CHANGE)]......:'.
INITIAL SUBAREA FLOW~LENGTH _ 1000_00
UPSTREAM ELEVATION.. 70.30
DOWNSTREAM ELEVATION.. 20.75
ELEVATION DIFFERENCE. 49.55
TC. 0.303"(( lODO.OO"*3)/{ 49.55)]u.2 = 8.761
100 YEAR RAINFALL INTENSITY (INCH/HOUR).. 3.742
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT. .8876
SOIL CLASSIFICATION IS "C.
SUBAREA RUNOFF(CFS) . 3.32
TOTAL AREA (ACRES) ~ 1.00 TOTAL RUNOFF(CFS}
3.32
..................................................................................................................****..**************
FLOW PROCESS FROM NODE
8.00 TO NODE
8.00 IS CODE ..
,.,.,.,.,.OESIGNJl.TE INDEPENDENT STREAM FOR CO~UENCE<<<<",
_c~~~~~.....~====..=.._...........~--.._~~~....~_..-_.....===~.........=~=..._..._.......___..c==~
TOTAL NUMBER OF STREAMS. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION (MIN.).. 8.76
RAINFALL INTENSITY (INCH/HR) _ 3.74
TOTAL STREAM AREA(ACRES).. 1.00
PEAK FLOW RATE(CFSJ AT CONFLUENCE ~ 3.32
**..***....****....*......********..*********************..***..*****..**********..******
FLOW PROCESS FROM NODE
!LOO TO NODE
8.00 IS CODE.. 21
-- --- - ------ ------ - -- - --~------------- - -- - - - ------------- --- ------
>,.,.,.>RATIOmu. METIlOD INITIAL SUBAREA ANALYSIS"""""
.._..~~......---_.~~~=.-_......==......-....=~==~.....----_..=~~-=--_...~~=..~......_..==~~._-
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC.. K"[(LENGTHu3)/(ELEVATION CHANGE)]u.2
INITIAL SUBJ.REA. FLOW-LENGTH.. 675.00
UPSTREAM ELEVATION _ 41.65
DOWNSTREAM ELEVATION.. 20.75
ELEVATION DIFFERENCE = 20.90
TC _ 0.303*!( 675.00U3)/( 20.90}]u.2 _ 8.225
100 YEAR RAINFALL INTENSITY(INCH/HOUR).. 3.874
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT. .8879
SOIL CLASSIFICATION IS .C.
SUBAREA. RUNOFF(CFS) . 2.37
TOTAL AREA(ACRES) .. 0.69 TOTAL RUNOFF(CFS)
2.37
......*.*....**..**....*.....*******..*..*******....*................*......***............****....**..*******
FLOW PROCESS FROM NODE
8.00 TO NODE
8.00 IS CODE =
,.,.,.>,.DESIGNJl.TE 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 CONCENTIlATION(MIN.).. 8.23
RAINFALL INTENSITY(INCH/HR).. 3.87
TOTAL STREAM AREA(ACRES).. 0.69
PEAK FLOW RATE (CFS) AT CONFLUENCE.. 2.37
... CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 3.32
2 2.37
INTENSITY
( INCH/HOUR)
3.742
3.874
!\REA
(ACRE)
1.00
0.69
To
(MIN.)
8.76
8.23
.. * *.* **............*..*.. *****...... *WARNING*****..... * *******........ ** * ** * *.....
IN THIS COMPUTER PROGRAM, TIlE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. TIllS FORMULA.
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
STREAM
NUMBER
1
2
FLOW RATE T1\BLE ..
RUNOFF Tc
(CFS) (MIN.)
5.4.9 8.23
5.61 8.76
INTENSITY
( INOI/HOUR)
3.874.
3.742
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE (CFS) 5.61 'Xc (MIN.) ..
TOTAL AREA(ACRES) .. 1.69
LONGEST FLOW PATH FROM NODE 7.00 TO NODE
8.76
&.00
1000.00 FEET.
****................*********.........*********.....************........********......**
FLOW PROCESS FROM NODE
8.00 TO NODE
6.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA"""""
,.,.,.>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) """""
~...==~~===~=...._.......========~.._....=.c=~=.........w_..........====........~.=~~=~~==~=
ELEVATION DATA: UPSTREAM(FEET} _ 15.85 DOWNSTREAM (FEET) 15.66
FLOW LENGTH(FEET). 33.50 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.). 4.68
GIVEN PIPE DIAMETER(INOI).. 24.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) ~ 5.61
PIPE TRAVEL TIME(MIN.).. 0.12 Tc(MIN.}.. .88
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 6.00.. 1033 50 FEET.
-z::t'
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:02:41 AM AM
Page 3 019
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.,. -'~-;-,....,.."';~ -: 'C'7"-~: ~~":':,~r-.-_::,:,;~'::::_ ~y;:; ~ - _~~"0_~:_~~""'b'~1'd,~:-__
, ~_ f:\aes?009J1ydrosft\~1~~~4411 OO.R~~ -_ :: :,i ~."....,..___ _.__ _.c ..,
.
.... ..'" I
_......~_.- ~
****..***.....****************......."""........................."'......*......*....................'"
FLOW PROCESS FROM NODE
6.00 IS CODE m 11
6.00 TO NODE
>>,>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY",<<<<<
... MAIN
STREAM
NUMBER
,
LONGEST
STREAM CONFLUENCE DATA "'..
RUNOFF Tc INTENSITY
(eFS) (MIN.) (INCH/HOUR)
5.61 8.88 3.715
FLOWPA'I'H FROM NODE 7.00 TO NODE
1033.50 FEET.
AREA
(ACRE)
1.69
6.00
** MEMORY BANK . , CONFLUENCE DATA ...
STREAM RlJNQFF To INTENSITY AREA
NllMBER (eFS) (MIN.) (INCH/HOUR) (ACRE)
, 6.55 10.76 3_343 2.08
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 6 " . 1322.60 FEET.
,,*.*.*. ** ***. ...*.... .."''''..........." ..... "WARNING*"""" **** ..fI................*.. ** *******
IN THIS COMPUTER PROORAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCO FORMULA OF PIATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
***......***************************************************************..****
** PEAK
STREAM
NUMBER
,
,
FLOW RATE
RUNOFF
(CFS)
11.02
11.61
TABLE **
To
(MIN.)
8.88
10.76
INTENSITY
(INCH/HOUR)
3.715
3.343
COMPUTED CONFLUENCE
PEAK FLOW RATE(CFS)
TOTAL AREA (ACRES) ..
ESTIMATES ARE AS FOLLOWS:
11.61 Tc(MIN.}..
3.77
10.76
****************************************************************************
FLOW PROCESS FROM NODE
6.00 TO NODE
6.00 IS CODE.. 12
>>>>>CLEAR MEMORY BANK # 1 <<<<<
*************************************"'''''''''''''***************"''''******'''**********
FLOW PROCESS FROM NODE
6.00 TO NODE
12.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) <<<<<
ELEVATION DATA: UPSTRE.AM(FEET}.. 15.64 DOWNSTRE.AM(FEET} 14.50
FLOW LENGTII(FEET}.. 227.16 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.7 INCHES
PIPE-FLOW VELOCITI{FEET/SEC.).. 5.33
GIVEN PIPE DIAMETER(INCH).. 24.00 NUMBER OF PIPES 1
PIPE-FLOW (CFS) .. 11.61
PIPE TRAVEL TIME{MIN.}.. 0.71 Tc(MIN.).. 11.47
LONGEST FLOWPATH FROM NODE 00 TO NODE 12.00 1549.76 FEET.
****************************************************************************
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE.. 10
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<<
*********..******************************************************************
FLOW PROCESS FROM NODE
13 .00 TO NODE
14.00 IS CODE. 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC.. K*[(LENGnI**3}/(ELEVATION CHANGE)] **.2
INITIAL SUBAREA FLOW-LENGTH.. 700.00
UPSTREAM ELEVATION.. 70.00
DOWNSTREAM ELEVATION.. 55.00
ELEVATION DIFFERENCE.. 15.00
TC.. 0.303*1( 700.00....3}/( 15.00)].....2
100 YEAR RAINFALL INTENSITI(INCH/HOUR) .. 3
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ..
SOIL CLASSIFICATION IS .C.
SUBAREA RUNOFF(CFS).. 12.45
TOTAL AREA(ACRES) .. 3.80 TOTAL RUNOFF (CFS)
8.983
.691
.8874
12.45
.....*"'*********"'''''''***'''''''''*'''.***.***************'''**********",*****",***..*******",
FLOW PROCESS FROM NODE
14.00 TO NOPE
15.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (~ISTING ELEMENT}<<<<<
ELEVATION DATA, UPSTREAM (FEET) .. 49.24 DOWNSTREAM (FEET) 42.58
FLOW LENGTII(FEET}.. 170.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 8.9 INCHES
PIPE-FLOW VELOCITI(FEET/SEC.) .. 11.74
GIVEN PIPE DIAMETER (INCH) .. 24.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) .. 12.45
PIPE TRAVEL TIME(MIN.).. 0.24 TC(MIN.). 9.22
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 15.00 870.00 FEET.
*"'****"'***"''''***..******'''*'''''''''''''''''''''''''''''''''****'''''''''''''''''''''''''''*******....**..******"'*"'''''''''''''*'''
FLOW PROCESS FROM NOPE
15.00 TO NODE
15.00 IS CODE.
>>>>>DESIGNATE INDEPENDENT STRE:.AM FOR CONFLUENCE<:<:<:<:<
...................._................==..=.....................".."'..........."'''=..=....=..........=..=..=........m........mmm
'V~
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STRE:.AM 1 ARE,
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:02:41 AM AM
Page 4 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
C:\aes2000lhYdrbsftlratscx\441100.RES:
,J.~._~.._,----_ .;,,;_____.,. ._.~."..,;.'_..._.... "._ _~..__
j."
I....:c
TIME OF CONCENTRATION(MIN.)" 9 2:1
RAINFALL INTENSITY (INCH/HRl.. 3 64
TOTAL STREAM AREA{ACRES)" 3.80
PEAK FLOW RATE (CFS) AT CONFLUENCE ..
~'.. --..,"
12.45
...*******.**.**..........................................................*......"..............***....*........***
FLOW PROCESS FROM NODE
15.00 IS CODE.. 21
16.00 TO NODE
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
ASSUMED INITIAL SUBAREA UNI FORM
DEVELOPMENT IS COMMERCIAL
TC = K*[(LENGTH"*3)/(ELEVATION CHANGE)]"".2
INITIAL SUBAREA FLOW-LENGTIi" 420.00
UPSTREAM ELEVATION.. 61. 00
DOWNSTREAM ELEVATION.. 51. 00
ELEVATION DIFFERENCE.. 10.00
TC.. 0.303*[( 420.00**3)!( 10.00)]**.2 7.170
100 YEAR RAINFALL INTENSITY (INCH/HOUR) = 4.178
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT _ .8887
son ClASSIFICATION IS "C.
SUBAREA RUNOFF(CFS) .. 6.6B
TOTAL AREA(ACRES} " 1.80 TOTAL RUNOFF(CFS)
6.68
*****..***..*....****..**..*..***..*****..**......**..*..****......***************..**................
PLOW PROCESS FROM NODE
15.00 TO NODE
15.00 IS CODE ..
>>>>>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.).. 7.17
RAINFALL INTENSITY(INCH/HR).. 4.18
TOTAL STREAM AREA (ACRES) .. 1.80
PEAK FLOW RATE(CFS) AT CONFLUENCE.. 6.68
* * CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 12.45
2 6.68
INTENSITY
(INCH/HOUR}
3.638
4.178
AllEA
(ACRE)
3.80
1.80
To
(MIN.}
9.22
7.17
....*....................................................****WARNINQ..........****..........**..*********..*******
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&.WCD FORMULA OF pt.ATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
************************..********..***..*****..*************************....***
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORM1JLA USED FOR 2 STREAMS.
** PEAK
STREAM
NUMBER
1
,
FLOW RATE TABLE **
RUNOFF Tc
(CFS} (MIN.)
16.36 7.17
18.27. 9.22
INTENSITY
(INCH/HOlJR)
4.178
3.638
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS,
PEAK FLOW RATE(CFS) " 18.27 Tc:(MIN.)..
TOTAL AREA(ACRES) .. 5.60
LONGEST FLOWPATH FROM NODE 13.00 TO NODE
9.22
15.00
870.00 FEET.
*******....*..*************************....*********..****************************
FLOW PROCESS FROM NODE
17 .00 IS CODE.. 41
15.00 TO NODE
>>>>>COMPUTE PIPE-PLOW TRAVEL TIME THRU SUBAREA"""""
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) """""
ELEVATION DATA, UPSTREAM(FEET).. 45.06 OOWNSTREAM(FEET) 36.70
FLOW LENGTH (FEET) .. 165.00 MANNING'S N '" 0.013
DEPnt OF PLOW IN 24.0 INCH PIPE IS 10.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.).. 14.31
GIVEN PIPE DIAMETER(INCH).. 24.00 NUMBER OF PIPES
PIPE-FLOW(CFS) .. 18.27
PIPE TRAVEL TIME(MIN.).. 0.19 Tc:(MIN.).. 9.42
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 17.00 1035.00 FEET.
************..*********....*....**********************....**..****......*........*......*......**
FLOW PROCESS FROM NODE
17.00 IS CODE ..
17.00 TO NODE
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE"""""
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE,
TIME OF CONCEN'I'RATION(MIN.).. 9.42
RAINFALL INTENSITY(INCH/HR}.. 3.60
TOTAL STREAM AREA (ACRES} = 5.60
PEAK PLOW RATE(CFS) AT CONFLUENCE.. 18.27
**....*..*******..***********..***..*..*....***************....****......................*******..*
FLOW PROCESS FROM NODE
17.00 IS CODE.. 21
18.00 TO NODE
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS"""""
ASSUMED INITIAL SUBAREA ONIFORM
DEVELOPMENT IS COMMERCIAL
TC.. K*[(LENGTH**3)/(ELEVATION CHANGE}]*'"
INITIAL SUBAREA FLOW-LENGTH.. 390.00
UPSTREAM ELEVATION.. 53.00
DOWNSTREAM ELEVATION.. 40.80
ELEVATION DIFFERENCE.. 12.20
zA
Printed: 06/28/2005 10:10:56 AM AM
Modified: 06/28/2005 10:02:41 AM AM
Page 5 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
--C~~~;2000~yd[cisfl\~is~x\4411 oiiRES",
;l..~'_.b.~:,::-~.;' ;':;:;:"'~';_~_...;,,',,-,'.'C.::._~,-~~......_~;_;,:;.;~,~~
;'.<-:
TC K 0.303" I( 390.00**3)!( 12.20)]....2.. 6.591
100 YEAR RAINFALL INTENSITY (INCH!HOUR) = 4.376
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT ., .8892
SOIL CLASSIFICATION IS "CO
SUBAREA RUNOFF(CFS) .. 6.54
TOTAL AREA(ACRES) = 1.68 TOTAL RUNOFF(CFS) 6.54
..*""..*".*...".~*****.*.*.*.****..*.***.*....*****...........**..*..***.**..**..**
FLOW PROCESS FROM NODE
17.00 IS CODE"
17.00 TO NODE
>>>>>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 CONCENTRATIQN(MIN.).. 6.59
RAINFALL INTENSITY{INCH/HR).. 4.38
TOTAL STREAM AREA (ACRES) " 1.68
PEAK FLOW RATE{eFS) AT CONFLUENCE .. 6_54
** CONFLUENCE DATA
STREAM RUNOFF
NUMBER (eFS)
I 18.27
2 6.54
To
(MIN.)
9.42
6.59
INTENSITY
( INCH/HOUR)
3.597
4.376
AREA
(ACRE)
5.60
1.68
*********************************WARNING**********************************
IN TIllS COMPUTER PROGRAM, TIlE CONFLUENCE VALUE USED IS BASED
ON TIlE RCPC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. TIllS FORMULA
WILL NOT NECESSAAILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
**************************************************************************
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK
STRlW<
NUMBER
1
2
FLOW RATE
RUNOFF
(CFS)
19.32
23.64
INTENSITY
( INCH/HOUR)
4.376
3.597
TABLE * *
To
(MIN.)
6.59
9.42
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE (CFS) 23.64 Tc: (MIN.) -
TOTAL AREA (ACRES) _ 7.28
LONGEST FLOWPATII FROM NODE 13.00 TO NODE
9.42
17.00
1035.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE
17.00 TO NODE
"
12.10 IS CODE
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ,,"'''',,'''
ELEVATION DATA, UPS'rREAM(FEET}. 36.70 DOWNSTREAM (FEET) 21.10
FLOW LENGTH(FEET) _ 390.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.99
GIVEN PIPE OIAMETER(INCH) = 24.00 NUMBER OF PIPES
PIPE-FLOW{CFSl _ 23.64
PIPE TRAVEL TIME(MIN.) = 0.46 Tc:(MIN.) = 9.88
LONGEST FLOWPATII FROM NODE 13.00 TO NODE 12.10 _ 1425.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE
1
12.10 TO NODE
12.10 IS CODE =
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE",,,,,,,,,,,,,
------..==-=---=.=---=--=----------------=====-=--============--------------
TOTAL NUMBER OF STRE1IMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION{MIN.). 9.88
RAINFALL INTENSITY(INCH/HR).. 3.50
TOTAL STREAM AREA(ACRES}.. 7.28
PEAK FLOW RATE(CFS) AT CONFLUENCE.. 23.64
****************************************************************************
FLOW PROCESS FROM NODE
11.00 IS CODE _ 21
10.00 TO NODE
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS",,,,,,,,,,,,,
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC _ K* [(LENGTI>**3) / (ELEVATION CHANGE) J **.2
INITIAL SUBAREA FLOW-LENGTH _ 500.00
UPSTREAM ELEVATION = 60.00
DOWNSTRE1IM ELEVATION = 27.40
ELEVATION DIFFERENCE = 32.60
TC _ 0.303*[( 500.00**3)/( 32.60)]"'.2 _ 6285
100 YEAR RAINFALL INTENSITY(INCH/HOUR) _ 4 492
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT _ .8894
SOIL CLASSIFICATION IS "C.
SUBAREA RUNOFF(CFS).. 18.78
TOTAL AREA (ACRES) _ 4.70 TOTAL RUNOFF(CFS}
18.78
....***....................**..,....,*****..****....*..***......***......................*...**..............*
FLOW PROCESS FROM NODE
11.00 TO NOnE
12.10 IS CODE =
>>>>>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.) 6.29
RAINFALL INTENSITY (INCH/HR) _ 4.49
p
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/2005 10:02:41 AM AM
Page 6 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
---;r','"
'.
~ ~:il"
-'"_.-.~--:::-.._~,.,~._..-"_.~..~."".~....._,.....-"""':..fl:~':~'-~.,.~.:-~. '.,' ':;'. -- . .' '. ..~;-:-'~~~' -cr:-:.~~:_.,.-
, , ' ~., _, ,:"' "" CC' - C:\8es2000lhydrosftlratscx\4411 OO.RES ,:?
.;. ~:::;;..,3_...;,;;,;J;;;_,;,-,,:',-<-.:' ..~';'::.....i....___,;.:,_ __ . . '_,~_~"""_'''----'~_~
-.-.,---,....,_....,._. ~ '-.
.- ..
. ..... . .. ,-" .
- . " -',-"
..........--.---.--
\
.1
TOTAL STREAM AREA (ACRES) _ 4.70
PEAK PLOW RATE(CFS) AT CONFLUENCE _
le.78
U CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 23.64
:;) 18.78
TO
(MIN.)
9.ee
6.29
INTENSITY
( INCH/HOUR)
3.503
4.492
AREA
(ACRE)
7.:28
4.70
*,,*.. ..***..*********..****** ". **. * ""WARNING* *********.. **. ** * * * **************
IN THIS COMPUTER PROGRAM, TI!E CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
.****,.**...........**.*.'O..'O..'O........................................'O.'O'O..
RAINFALL INTENSITY AND TIME OF CONCEN'I'RATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
.. PEAK FLOW RATE TABLE ..
STREAM RUNOFF Te
NUMBER (CFS) (MIN.)
1 33.81 6.29
2 38.28 9.88
INTENSITY
( INCH/HOUR}
4.492
3.503
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) 38.28 Te{MIN.) R
TOTAL AREA(ACRES) .. 11.98
LONGEST FLOWPA'I'H FROM NODE 13.00 TO NODE
9.88
12.10
1425.00 FEET.
..'O.'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O'O
FLOW PROCESS FROM NODE
12.10 TO NODE
12.00 IS CODE. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA",,,,,,,,,,,,,
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) "'''''''''''''
ELEVATION DATA: UPS'I'REAM(FEET).. 21.21 DOWNSTREAM (FEET) 15.40
FLOW LENGTH(FEET).. 65.00 MANNING'S N.. 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 13 _ 4 INCHES
PIPE-FLOW VELOCITY (FEET/SEC.) .. 21.32
GIVEN PIPE DIAMETER(INCH).. 24.00 NUMBER OP PIPES 1
PIPE-FLOW(CFS) .. 38.28
PIPE TRAVEL TIME(MIN.}.. 0.05 Te(MIN.).. 9.93
LONGEST FLOWPATH FROM NODE 13.00 TO NODE 12.00.. 1490.00 FEET.
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE. 11
>>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY",,,,,,,,,,,,,
... MAIN STREAM CONFLUENCE DATA ..
STREAM RUNOFF Te INTENSITY
NUMBER (CPS) (MIN.) (INCH/HOUR)
1 38.28 9.93 3.493
LONGEST FLOWPATH FROM NODE 13.00 TO NODE
AREA
(ACRE)
11.98
12.00
1490.00 FEET.
. * MEMORY
STI<EAM
NUMBER
1
LONGEST
BANK # CONFLUENCE DATA ...
RUNOFF Te INTENSITY
(CFS} (MIN.) (INCH/HOUR)
11.61 11.47 3.227
FLOWPATIi FROM NODE 0.00 TO NODE
AREA
(ACRE)
3.77
12.00
1549.76 FEET.
'O'O'O'O..................................................'O......W1IRNING..........'O............'O......'O'O'O'O'O.'O.'O'O'O
IN nns COMPUTER PROGRAM, TIlE CONFLUENCE VALUE USED IS BASED
ON TIiE RCFCi.WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
... PEAK FLOW RATE TABLE ....
STREAM RUNOFF Te
NUMBER (CFS) (MIN.)
1 48_33 9.93
2 46.98 11.47
INTENSITY
( INCH/HOUR)
3.493
3.227
COMPl.ITED CONFLUENCE
PEAK FLOW RATE {CFS)
TOTAL AREA(ACRES) ..
ESTIMATES ARE
48 _33
15.75
AS FOLLOWS:
Te(MIN.) ..
!L93
...'O...'O'O......'O'O'O...'O'O'O'O....'O'O'O....'O....'O....'O....................................................
FLOW PROCESS FROM NODE
12.00 TO NODE
12.00 IS CODE.. 12
>>>>>CLEAA MEMORY BANK # 1 "'''''''''''''
.........................................................................................'O...............
FLOW PROCESS FROM NODE
12.00 TO NODE
27.00 IS CODE.. 41
>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA",,,,,,,,,,,,,
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)",,,,,,,,,,,,,
ELEVATION DATA, UPSTREAM (FEET}
FLOW LENGTH (FEET) .. 405.00
ASSUME FULL-FLOWING PIPELINE
FIPE-FLOW VELOCITY(FEET/SEC.) ..
GIVEN PIFE DIAMETER(INCH).. 36
FIFE-FLOW(CFS).. 48 .33
PIPE TRAVEL TIME(MIN.}.. 0.99
LONGEST FLOWPATH FROM NODE
14.40 DOWNSTREAM (FEET)
MANNING'S N.. 0.013
12.38
6.84
00 NUMBER OF PIPES
Te(MIN.).. 10.92
0.00 TO NODE 27.00.. 1954.76. FEET.
'O..................................................................'O'O.....................................
z,c"
FLOW PROCESS FROM NODE
27.00 TO NODE
27.00 IS CODE _
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/200510:02:41 AM AM
Page 7 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
""..~: 0 no, - -;'C:~~s2000\hy;;~~sft\rnt~c~\4411 eiREs ,'.: ..c-~. ..- ..... ',."''> :- ,
_"'_ ..,"""',;..........:::;;:~~ ~~~ .-t.J.:."::',,':; ,.'.... '- -~.,.~:,;;;,~._~.._,o."-.,.:::~;~ ;..:;;..:,;;..~5,.._:.:_-:,,~_. .;:_
,
....." l
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<c<c
TOTAL NUMBER OF STREAMS _ 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE'
TIME OF CONCENTRATION(MIN.) = 10.92
RAINFALL INTENSITY (INCH!HR) .. 3.32
TOTAL STREAM AREA(ACRES).. 15.75
PEAK FLOW RATE (CPS) AT CONFLUENCE _ 48.33
**********..*****.."..........**.......********"...."...**......***************.***"...****
FLOW PROCESS FROM NODE
26.00 TO NODE
27.0Cl IS CODE = ;n
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<,,<<
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC" K*[(LENGTH*"31/(ELE'VATION CHANGE)] "".2
INITIAL SUBAREA FLOW-LENGTH ~ 525.00
UPSTREAM ELEVATION. 35.00
DOWNSTREAM ELEVATION" 14. BO
ELEVATION DIFFERENCE "' 20.20
TC = 0.303.[( 525.00"))/( 20.20))".2 7.122
100 YEAR RAINFALL INTENSITY(INOI/HOUR).. 4.194
COMMERCIAL DEVELOPMENT RUNOPF COEFFICIENT .. .8888
SOIL CLASSIFICATION IS ~C"
SUBAREA RUNOFF(CFS} .. 14.91
TOTAL AREA (ACRES) .. 4.00 TOTAL RUNOPF(CFS)
14.91
.....................................................................................~..................
PLOW PROCESS FROM NODE
27.00 TO NODE
27.00 IS CODE ..
,.,.,.,.>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
,.,.>>,.AND COMPUTE VARIOUS CONFLUENCED STREAM Vl'.LUES<<<<<
TOTAL NUMBER OF STREAMS.. 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE,
TIME OF CONCENTRATION(MIN.) z 7.12
RAINPALL INTENSITY(INCH/HR).. 4.19
TOTAL STREAM AREA(ACRES).. 4_00
PEAK PLOW RATE (CFS) AT CONFLUENCE.. 14.91
... CONFLUENCE DATA
STREAM RUNOFF
NUMBER (CFS)
1 48.33
2 14.91
To
(MIN.)
10.92
7_12
INTENSITY
( INCH/HOUR)
3.316
4.194
AREA
(ACRE)
15.75
4.00
.............................................WARNING...................................
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC&WCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
.. PEAK
STREAM
NUMBER
1
,
FLOW RATE
RUNOFF
(CI'S)
46.43
60.12
IN'I'I;:NSITY
( INCH/HOUR)
4.194
3.316
TABLE ..
To
(MIN.)
7.12
10.92
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS,
PEAK FLOW RATE(CFS} 60.12 Tc(MIN.).. 10.92
TOTAL AREA(ACRES) .. 19.75
LONGEST FLOWPATH FROM NODE 0.00 TO NODE 27.00
1954.76 FEET.
PLOW PROCESS PROM NODE
27.00 TO NODE
19.00 IS CODE.. 41
,.,.,.,.>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>,.,.,.,.USING USER-SPECIFIED PIPESIZB (EXISTING ELEMENT) "''''<<<
ELEVATION DATA, UPSTREAM(PEET)
FLOW LENGTH (FEET) .. 195.00
ASSUME PULL-PLOWING PIPELINE
PIPE-PLOW VELQCITY(FEET/SBC_) ..
GIVEN PIPE DIAMETER(INCH) .. 36
PIPE-PLQW(CFS) .. 60.12
PIPE TRAVEL TIME(MIN.).. 0.38
LONGEST PLOWPATH PROM NODE
12.38 DOWNSTREAM (FEET)
MANNING'S N.. 0.013
11.40
8.51
.00 NUMBER OF PIPES 1
TC(MIN.).. 11.30
0.00 TO NODE 19.00
2149_76 FEET.
+------------------------------------- .-----------------------------------+
I Start Plows on Ynez
+--------------------------------------- ----------------------------------+
......................~......................................................'""''''.....''''''........................
PLOW PROCESS FROM NODE
7.00 TO NODE
34.00 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.. 795.00
UPSTREAM ELEVATION", 70.30
DOWNSTREAM ELEVATION = 55.58
ELEVATION DIFFERENCE z 14.72
TC ~ 0.303"'1< 795.00"3}/( 14.72))**.2 9733
100 YE:AR RAINFALL INTENSITY(INCH/HOUR) .. 3.532
1.,'\
Printed: 06/28/2005 10:10:56 AM AM
Modified: 06/28/200510:02:41 AM AM
Page 8 of 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~-,...-~:~~~ -:<r~,"~":'::~ -.~-,~, ':0""':~-:--,~~t~"'-- '''-,'-',' ,,- '~,', ~:~~- ',': -~'::"", ,'"'-_"~n',,:~", -.,--':-
l .. .'< ~'.":~~; :,<~;;;, . C:\aeS2000\hyd~osft\rat~Cx\4411.00.RES.'
~.,:;"~.___~~~..o:..._~~....._~._.:.:..:,~_;.";_~,-",,,::-,~__,-,,_ ..~~__~'_
"'\
"~~
COMMERCIAL DEVELOPMENT RUNOFP COEFFICIENT. .8869
SOIL CLASSIFICATION IS "CO
SUBAREA RUNOFF(CFS) '" 3 .82
TOTAL AREA(ACRES) " 1.22 TOTAL RUNOFF(CFS) 3.82
...."".."..........**..****,,**....*****....**..**.."''''....**......**..***........"...,,,...,.....................
FLOW PROCESS FROM NODE
34.00 TO NonE
35.00 IS CODE", 61
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA.::.::<.::.::
>>>:>> (STANDARD CURB SECTION USED) <<<<<
UPSTREAM ELEVATJON(FEET) _ 55.58 DOWNSTREAM ELEVATION (FEET)
STREET LENGTII(FEET}. 470.00 CURB HEIGHT(INCHES) 6.0
STREET HALFWIDTH(FEET) '" 48.00
46.09
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAX(FEET)
INSIDE STREET CROSSFALL(DECIMAL).. 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020
43.00
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) 0.020
Manning's FRICTION FACTOR for Streettlow Section(curb-to.curb)
Manning's FRICTION FACTOR for Back-ot-Walk Flow Section 0.0200
0.0150
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) 4_84
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW,
STREET FLOW DEPTIl:(FEET).. 0.35
HALPSTREET FLOOD WIDTH (FEET) .. 11.34
AVERAGE PLOW VELOCITY(FEET/SEC.).. 3.45
PRODUCT OF DEPnl&VELOCITY (FT*FT/SEC.) = 1.22
STREET FLOW TRAVEL TIME(MIN.).. 2.27 Tc(MIN.) 12.01
100 YEAR RAINFALL INTENSITY (INCH/HOUR) c 3.147
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT .. .8856
SOIL CLASSIFICATION IS .C.
SUBAREA AREA(ACRES}.. 0.73 SUBAREA RUNOFP(CPS) 203
TOTAL AREA(ACRES).. 1.95 PEAK FLOW RATE(CFS) 5.86
END OF SUBAREA STREET FLOW HYDRAULICS,
DEPTH (FEET) .. 0.37 HALFSTREET FLOOD WID'I'H(FEET).. 12.35
FLOW VELOCITY(FEET/SEC.).. 3.56 DEPTH*VELOCITY(FT*FT/SEC.} = 1.33
LONGEST FLQWPA1'B FROM NODE 7.00 TO NODE 35.00 = 1265.00 FEET.
*************.*..................*....**...............***..*******..***....*..*..................*................
FLOW pROCESS FROM NODE
36.00 IS COPE = 61
35.00 TO NODE
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUllAREA<<<<<
>>>>> (STANDARD CURB SECTION USED) <<<<<
UPSTREAM ELEVATION(FEET) c 46.09 DOWNSTREAM ELEVATION(FEET)
STREET LENG'I'H(FEET) = 380.00 CURB HEIGHT(INCHES) B.O
STRSET flALFWIDnI (FEET) .. 34.00
40.21
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET)
INSIDE STRSET CROSSFALL(DECIMAL).. 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020
29.00
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF
STREET PARKWAY CROSSFALL(DECIMAL) 0.020
Manning's FRICTION FACTOR tor Streetflow Section(curb-to-curb)
Manning's FRICTION FACTOR for Back-ot-Walk Flow Section 0.0200
0.0150
"*TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) 7.00
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW.
STREET FLOW DEPTH (FEET) = 0.36
HALFSTREET FLOOD WIDTH (FEET) .. 10.07
AVERAGE FLOW VELOCITY(FEET/SEC.).. 2.91
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.).. 1.05
STREET PLOW TRAVEL TIME(MIN.).. 2.18 Tc(MIN.) 14.18
100 YEAR RAINFALL INTENSITY(INCH/HOUR) .. 2.872
COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8845
SOIL CLASSIFICATION IS "CO
SUBAREA AREA(ACRES).. 0.90 SUBAREA RUNOFF(CFS) 2.29
TOTAL AREA(ACRES).. 2.85 PEAX PLOW RATE(CFS) 8.14
END OF SUBAREA STREET FLOW HYDRAULICS,
DEPTH (FEET) .. 0.37 HALFSTREET FLOOD WID11I(FEET).. 10.81
FLOW VELOCITY(FEET/SEC.).. 3.00 DEPTH"VELOCITY(FT*n/SEC.) = 1.12
LONGEST FLOWPATH FROM NODE 7.00 TO NODE 36.00.. 1645.00 FEET.
END OF STUDY SUMMARY,
TOTAL AREA(ACRES)
PEAK FLOW RATE (CFS)
2.85 TC(MIN.) ..
8.14
14.18
END OF RATIONAL METHOD ANALYSIS
1
~
Printed: 06/28/200510:10:56 AM AM
Modified: 06/28/200510:02:41 AM AM
Page 9 019
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
,.1
APPENDIX B
· Catch Basin Calculations
· WSPG Input/Output Models
~a...
I
I
I
I
I ----------------------------------------------------------------------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
****************************************************************************
(C)
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
Copyright 1982-2001 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2001 License ID 1264
Analysis prepared by:
RBF Consulting
14725 Alton Parkway
Irvine, CA 92618
TIME/DATE OF STUDY: 16:43 06/21/2005
----------------------------------------------------------------------------
----------------------------------------------------------------------------
~-e.r ~L""-,,, e... c...r.:.
..:;. ~ l4+ \ '1 . <:; N Ot=,..> t;)\",.(',.~ ~ 12.\U"c
t--:>t::.ot;: \. \
****************************************************************************
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
----------------------------------------------------------------------------
CONSTANT STREET GRADE (FEET/FEET) = 0.050000
CONSTANT STREET FLOW(CFS) = 5.60
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 28.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) =
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.080000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
26.00
;===========================================================================
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) ~ 0.31
HALFSTREET FLOOD WIDTH(FEET) =
AVERAGE FLOW VELOCITY(FEET/SEC.)
PRODUCT OF DEPTH&VELOCITY = 1.59
9.72
5.13
----------------------------------------------------------------------------
----------------------------------------------------------------------------
"70
I
I
I
I
I ----------------------------------------------------------------------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
****************************************************************************
(C)
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
Copyright 1982-2001 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2001 License ID 1264
Analysis prepared by:
RBF Consulting
14725 Alton Parkway
Irvine, CA 92618
TIME/DATE OF STUDY: 16:45 06/21/2005
----------------------------------------------------------------------------
----------------------------------------------------------------------------
c..Jd~ (.l,,0.,--s.\~ ~ \A-~ ~.S
Nc>~ (.>~ C(l...\\,:na
~'Ve \. \
****************************************************************************
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 5.60
GUTTER FLOWDEPTH(FEET) = 0.31
BASIN LOCAL DEPRESSION (FEET) = 0.33
FLOWBY BASIN WIDTH(FEET) = 19.00
>>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION =
19.1
>>>>CALCULATED ESTIMATED INTERCEPTION (CFS) =
'--'- ..,. e ~\' ~ \ Oe c..~ ~r->~ I....J
5.6
----------------------------------------------------------------------------
----------------------------------------------------------------------------
::>\
I_..._..__m............._..._...........m.........._..............
I
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
(C) Copyright 19B2.2000 Advanced Engineering Software (aes)
Ver, 8,0 Release Oate: 01/0112000 License 10 1264
I
Analysis prepared by:
I
RBF & Associates
14725 Alton Parkway
Irvine, cA 92618
I TIMElDATE OF STUOY: 09:15 0611312005
----------------------------------------------------------------------------
----------------------------------------------------------------------------
I
***--**-****...***_...... DESCRIPTION OF STUDY ........**...*_.._******-****
I. CATCH BASINS IN PARK PLAZA
. Q100 FOR SUMPS
.
V tDi3- '2.. tl e,
-*-*_..--***-_.....****.*****_.......--***.......*-**+****-
1..-... "._m......_._........_.m.m..._....___
>>>>SUMP TYPE BASIN INPUT INFORMATION<<<<
1
I
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for f10wby basins and sump basins.
I
BASIN INFLDW(cFS) = 6.60
BASIN OPENING(FEET) = 0,70
OEPTH OF WATER(FEET) = 0,83
1 >>>>cALCULATEO ESTIMATED SUMP BASIN WIDTH(FEET) =
3,05
;;;====--======~-========================================================
I
I
I
I
1
I
?;Y
I
I
I 0
Tl
I T2
T3
SO
R
R
I JX
R
R
JX
R
I R
R
JX
R
R
I R
R
R
R
I R
R
R
JX
R
I R
R
JX
R
R
1 R
R
SH
CD
I CD
CD
CD
I
1
I'
I
I
1
1
I
I
NORTH PLAZA PM 23496
SD LINE A 100 YEAR FILE:441LINEA.WSP
06/27/05
1059.771011.40
1223.141012.22
1255.001012.38
1255.001012.39
1295.391012.58
1659.561014.39
1664.381015.40
1664.381015.40
1687.561017.39
1700.001018.46
1700.001018.46
1750.001022.76
1800.001024.92
1816.771025.65
1960.871031.87
2000.001033.56
2027.661034.30
2072.781035.50
2099.251036.21
2120.001036.73
2120.001036.74
2200.001038.90
2250.001040.23
2285.001045.06
2285.001045.09
2300.001047.13
2431.741049.15
2453.871049.49
2468.611049.72
1 4
2 4
3 4
4 4
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
.013
1014.40
11. 8
1012.39
40.00
90.00
52.00
45.00
1
15.8
75.00
39.2
15.
SO.
35.00
67.5
90.
90.
28.17
4
2
3
3.00
2,0
1.50
3.00
10.0
1015.40
14.7
1018.46
5.3
1037.24
S.B
1045.09
?:J?/
Modified: 06/27/2005 03:04:32 PM PM
Page 1 of 1
Printed: 06/27/2005 05:38:19 PM PM
I
I
- ""T-~~r-~'--~~--~-~7'~~~' .. .~- ....,.,.,---..
,0 " . ' ,.' 6wspg2,410CH1441A.OUT' C,
;...:t.....--.:....:.:.;~....:-..::.:~~2:._::-. -.:.;-::;.;;~;_-:;.......L,~ _' .___-'"~;.__,3t:;-,::-~'t.~'4" -- Co ~,";:r..'):.;....~~.\..c.:-.
(I]DATE: 6/27/2005
TIME, 16:50
'..~.- .~-_._._--~ ._--:;~_t'--"'-:r?
. . " ' , .
. ,..' !
'j;';lt.;_._:..;.,.;;c~',~=-~j
I
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
FOSlSP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y(lO}
DROP
I
CD
CD
CD
CD
3.00
2.00
1.50
3.00
,
,
3
,
,
,
,
,
.
F 0 5 1 5 P
WATER SURFACE PROFILE TITLE CARD LISTING
I
HEADING LINE NO 1 IS ...
NORTH PLAZA PM 23496
HEADING LINE NO 2 IS ~
SD LINE A 100 YEAR FlLE,441LlNEA.WSP
I
HEADING LINE NO 3 IS -
06/27/05
.
F 0 5 1 5 P
I
WATER SURFACE PROFILE ... ELEMEN'1' CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
1059.77 1011.40 1
I
ELEMENT NO 2 I S A REACH
u/S DATA STATION INVERT SECT
1223.14 1012.22 1
ELEMENT NO 3 I S A REACH
vIs DATA STATION INVERT SECT
1255.001012.38 1
I
ELEMENT NO 4 IS A JUNCTION
VIS DATA STATION INVERT SECT LAT-l LAT-2 N
1255.00 1012.39 1 2 0 0.013
I
ELEMENT NO 5 I S A REACH
u/S DATA STATION INVERT SECT
1295.39 1012.58 1
ELEMENT NO 6 IS A REACH
U/ S DATA STATION INVERT SECT
1659.56 1014.39 1
I
ELEMENT NO 7 IS A JUNCTION
u/S DATA STATION INVERT SECT LAT-l LAT-2 N
1664.381015.40 2 4 00.013
I
ELEMENT NO 8 IS A REACH
vIs DATA STATION INVERT SECT
1664.38 1015.40 2
ELEMENT NO 9 I S A REACH
D/S DATA STATION INVERT SECT
1687.56 1017.39 2
I
ELEMENT NO 10 IS A REACH
U/S DATA STATION INVERT SECT
1700.001018.46 2
ELEMENT NO 11 IS A JUNCTION
UjS DATA
I
THE ABOVE
THE ABOVE
.
ELEMENT CONTAINED AN
ELEMENT CONTAINED AN
F 0 5 1 5 P
WATER SURFACE PROFILE - ELEMENT CARD LISTING
I
ELEMENT NO 12 IS A REACH
vIS DATA STATION INVERT SECT
1750.001022.76 2
I
ELEMENT NO 13 IS A REACH
u/S DATA STATION INVERT SECT
1800.00 1024.92 2
ELEMENT NO 14 IS A REACH
UjS DATA STATION INVERT SECT
1816.77 1025.65 2
I
ELEMENT NO 15 IS A REACH
D/S DATA
STATION INVERT SECT
1960.871031.87 2
ELEMENT NO 16 I S A REACH
D/S DATA
STATION INVERT SECT
2000.001033.56 2
I
ELEMENT NO 17 IS A REACH
U!S DATA
STATION
INVERT SECT
Modified: 06/27/2005 04:50:52 PM PM
Page 1 of 7
Printed: 06/27/2005 05:07:57 PM PM
I
N
0.013
N
0013
N
0.013
N
0.013
N
0.013
N
0.013
rn
.
PAGE NO
00
.
PAGE NO
W S ELEV
1014 .40
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
RADIUS ANGLE ANG PT MAN H
0.0040.00 0.00 0
03
11.8
04 INVERT-3 INVERT-4 PHI 3
0.0 1012 .39 O.BO 90.00
PNI'
0.00
RADIUS ANGLE ANG PT MAN H
0.0052.00 0.00 0
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
03
10.0
04
o
INVERT-3 INVERT-4 PHI 3 PHI 4
1015.40 0.0045.00 0.00
N
013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 1
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
RADIUS ANGLE ANG PT MAN H
0.0015.80 0.00 0
03 04 INVERT-3 INVERT-4
14.7 0.0 1018 .46 0.00
PREVIOUS INVERT ELEV -WARNING
PREVIOUS INVERT ELEV -WARNING CD
PAGE NO 3
PNI 3
75.00
PHI 4
0.00
.
N
o 013
RAD IUS ANGLE ANG PT MAN H
0.0039.20 0.00 0
N
OB
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
N
o 013
RADIUS ANGLE ANG PT MAN H
0.0015.00 000 0
N
0.013
RADIUS ANGLE ANG PT MAN H
0.0050.00 0.00 0
?~
N
RADIUS ANGLE ANG PT MAN H
I
I
I
I
1
1
I
I
I
I
,~:'"_'~"'\ --,"---;:--c:.-"e" _ ~~_.n_. ,__ _. ~.~~ """,.;
~;~s~g~~\OgH\44!~:<:>U!";C~__ _~____~_
-, p'~.
2027.661034.30
ELEMENT NO 18 I S A REACH
U/S DATA STATION INVERT SECT
2072.78 1035.50 :.I
ELEMENT NO 19 IS A RV.CH
ll!S DATA STATION INVERT SECT
2099.25 1036.21 2
ELEMENT NO 20 I S A REACH
U/S DATA STATION INVERT SECT
2120.001036.73 2
ELEMENT NO 21 IS A JUNC!ION
U!S DATA
013
0.00
35.00 0.00
SECT
2
p
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 67.50 0.00 0
N
0.013
RADIUS ANGLE lING PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 22 IS A REACH
U!S DATA
STATION INVERT SECT LAT-l LAT-2 N
2120.00 1036.74 2 3 0 013
03
5,3
Q4 INVERT-) INVERT-4
0.01037.24 0.00
PHI 4
0.00
PHI 3
90.00
RADIUS
0.00
ANGLE ANG PT
0.00 0.00
""" H
o
ELEMENT NO
23 IS A REACH
u/S DATA
STATION INVERT SECT N
2200.001038.90 2 0.013
N
o 013
RADIUS ANGLE
0.00 0.00
PAGE NO
ANGF!
0.00
.
STATION
2250.00
INVERT
1040.23
PO 5 15
""" H
om
.
WATER SURFACE PROFILE - ELEMENT CARD LISTING
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 24 IS A REACH
U/S DATA STATION INVERT SECT
2285.00 1045.06 2
ELEMENT NO 25 IS A JUNCTION
u/s DATA STATION INVERT SECT LAT-1 LAT-2 N
2285.001045.09 2 0 0 0.013
03
5.'
Q4 INVERT-3 INVERT-4 PHI 3 PHI 4
0.01045.09 0.0090.00 0.00
ELEMENT NO 26 IS A REACH
u/ S DATA STATION INVERT SECT N
2300.00 1047.13 2 013
ELEMENT NO 27 IS A REACH
U/S DATA STATION INVERT SECT
2431.741049.15 2
ELEMENT NO 28 IS A REACH
u/s DATA STATION INVERT SECT
2453.871049.49 2
ELEMENT NO 29 IS A REACH
UIS DATA STATION INVERT SECT
2468.61 1049.72 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
N
013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 28.17 0.00 0
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
I
ELEMENT NO 30 IS A SYSTEM HEADWORKS
uls DATA STATION INVERT SECT W S ELEV
2468.61 1049.72 2 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
.. WARNING NO.2" WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC OJLICENSEE: R.B.F. &.
~ASSOC. - SAN DIEGO F0515P PAGE
I
I
FILE 441LINEA. WSP
WATER SURFACE PROFILE LISTING
.
NORTH PLAZA PM 23496
SD LINE A 100 YEAR
06/27/05
STATION
INVERT
ELEV
o
VEL VEL
HEAD
SF AVE
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
HOT/
DIA
NO AVBPR
PIER
DEPTH
OF FLOW
W.S.
ELEV
L/ELEM
so
BASEl
ID NO.
ZL
HF
NORM DEPTH
ZR
.........................................................................................................................................................................................................................................................."......""
3.00
I
I
I
I
I
1059.77 1011.40
3.0001014.400
60.1
B.50
.008119
1.1221015.522
0.000.00
0.00
0.00
2.504
1.33
3.000
0.00
163.370.00502
1223.14 1012.22
3.506 1015.126
60.1
8.50 1.122 1016.848
3.000
0.00
31.860.00502
1255001012.38
3.755 1016.135
60.1
0.00
2.504
3.00
0.000.00
0.00
8.50
.008119 0.26
0.00
1.122 U17257
2.504
0.00
JUNCT STR 0.00000
1255.001012.39
4.5401016.930
48.3
6.83 0.725 1017.655 0.00
0.00
40.390.00470
1295.391012.58
4.612 1017 .252
48.3
6.83 0.725 1017.977
0.00
364.170.00497
1659.56 1014.39
4.772 1019.162
48.3
3.00
0.000.00
.006681 00
.005244
0.00
2.263
3.00
0.00 0.00
0.00
0.21
2.650
JUNCT STR 0.20954
1664.381015.40
1-319 1016.719
38.3
17.43 4.7191021.438
0.00
1.890.08585
1666.271015.56
1-329 1016.891
38.3
17.28 4.634 1021.525 0.00
0.00
8.810.08585
o.oa
2.263
3.ao
a.oo a.oo
0.00
6.83
.005244 1.91
0.00
2.540
0.725 1019.887
0.00
2.263
3.00
0.000.00
0.00
0.00
0.00
1.943
2.00
0.000.00
.047583 0.09
.044474 0.39
1.090
1.943
/'
9.)?
2.00
0.000.00
0.00
1.090
Modified: 06/27/2005 04:50:52 PM PM
Page 2 of7
I
Printed: 06/27/2005 05:07:57 PM PM
I
-,~-r;~~T~. --';'"S;~~:-:Z't"~_i~Y~'C:.- -]:~:-
-----..,- ,.~ ','ii'
.:.8:\wspg2:4\08H\441A.OUT
1
1675.08
1016.32
6.920.08585
I
1682.00 1016.91
5.560.08585
1687.561017.39
" ..-. "-'"
.:..:;,;L..._":':':'~:i~~~;: :;?"
1.386 1017.704
1.4491018.362
0.67 0.08601
-IoR.B.F. &. ASSOC. SAN DIEGO
1.5171018.907
I
I
",.."
38.3
4.214 1021.918
16.47
.039649
38.3
15.71 3.832 1022.194
.035492 0.20
38.3
14 97
3.481 1022.388
.033310
FOSlSP
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PM 23496
SD LINE A 100 YEAR FILE,441LlNEA.WSP
06/27/05
STATION
INVERT DEPnI
ELEV OF FLOW
W.S.
ELEV
0.27
0.02
0.00
1.943
0.00
1.943
1.090
1.090
1.090
HGT/ BASE/
PIA 10 NO.
2.00
0.00
0.00
1688.231017.45
L/ELEM SO SF AVE HF NORM DEPTH ZR
..........** *...................."'....."'......"'..".....................................*..........***.................................."........************************************************
I
4.340.08601
1692.571017.82
1
3.420.08601
1695.991018.12
2.600.08601
I
1698.59 1018.34
1.41 0.08601
1700.00 1018.46
I
JUNCT STR 0.00000
1100.00 1018.46
17.040.08600
1717.04 1019.92
I
HYDRAULIC JUMP
1717.04 1019.92
0.140.08600
'I
1717.18 1019.94
14.68 0.08600
1131.86 1021.20
I
10.350.08600
1742.21 1022.09
7.790.08600
+R.B.F. & ASSOC. - SAN DIEGO
0.9651023.055
I
STATION
1.5271018.975
1.6031019.423
1.6901019.805
1.7931020.132
1.9431020.403
4.679 1023.139
3.447 1023.372
0.8971020.822
0.8971020.834
0.9301022.130
0.00
1.943
Q
VEL
VEL ENERGY SUFER CRITICAL
HEAD GRD. EL. ELEV DEPTH
38.3
14.87 3.4351022.410 0.00
.031449 0.14
38.3
3.125 1022.548
14.19
.028532 0.10
38.3
13.52 2.840 1022.645
.026258
38.3
12.90 2.582 1022.714 0.00
.025291 0.04
38.3
12.29 2.3461022.749 0.00
.018086
23.6
7.51 0.876 1024.015
.010883 0.19
23.6
0.8761024.248
7.51
23.6
17.29
4.6421025.464
.063425
23.6
17.28 4.6351025.469 0.00
.059541 0.87
23.6 16.48
4.217 1026.347
.052356 54
23.6 15.71 3.834 1026 889
.046090
F0515P
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PM 23496
SD LINE A 100 YEAR FILE:441LINEA.WSP
06/27/05
1
so
INVERT DEPTH
ELEV OF FLOW
!of.S.
ELEV
L/ELEM
1750.001022.76
I
50.000.04320
1800.001024.92
16.77 0.04353
I
1816.77 1025.65
106.510.04316
1923.281030.25
I
37.590.04316
1960871031.87
11 97 0.04319
1972.841032.39
I
16.09 0.04319
Page 3 of7
1.002 1023.762
1.0021025.922
1.0031026.653
1.0341031.282
1.0751032.945
1.096 1033.483
Q
VEL
0.07
0.00
0.01
36
1.943
0.00
1.943
0.00
1.943
1.943
1.943
0.00
1. 724
0.00
1. 724
0.00
1. 724
1.724
0.00
1.724
0.00
1. 724
SF AVE
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
23.6 14.97
3.482 1027.244 0.00
.043171 2.16
23.6 14.97 3.482 102!L404 0.00
.043126
23.6 14 .97 3.478 1030.131
.040921 4.36
23.6
14.39
3.2161034.498
.036479 37
23.6
13.71 2.920 1035 865
.033114 40
23.6
13.38 2.7791036262
.030153 49
Printed: 06/27/2005 05:07:57 PM PM
I
HF
0.72
1. 724
1.724
0.00
1. 724
1.090
1.090
1.090
1.090
0.821
0.821
0.821
0.821
0.821
NORM DEPTH
1.000
1.000
1.000
1.000
1.000
HOTI
DIA
1.000
0.00
2.00
0.000.00
0.00
1.724
00
2.00
0.00
00
0.00
1.724
0.00
PAGE 2
ZL NO AVBPR
PIER
2.00
0.000.00 0 0.00
0.00
1. 724
0.00
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.00
2.00
0.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
2.00
0.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
000
PAGE 3
""'"
In NO.
00 0 0.00
00
00 0.00
00
00
ZR
ZL NO AVBPR
PIER
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
2.00
0.00
0.00
2.00
00
00
0.00 00 0 0.00
00
2.00
0.00 00
0.00
Modified: 06/27/2005 04:50:52 PM PM
00
0.00
0.00
ClJLICENSEE:
.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
00
ClJLICENSEE:
.
0.00
0.00
0.00
0.00
0.00
?Y
I
I
, ":, ~. r2'~:~~'::::,,:.': -"c':G:lwspg2,410CHI441A.OUT .
....:.~.;;.::~~.":c:..... ..-....;.;:._~~.....:.~._~~.~;.....~ "'ou." . ... ,,-._.... '",L,~....~'_"_
1988.93 1033 DB
11.07 0.04319
I
2000.001033.56
27.660_0:1675
2027.661034.30
I
15 77 0.02660
2043.43 1034.72
29.350.02660
1
2072.78 1035.50
15.700.02682
~R.B.F. &. ASSOC. - SAN DIEGO
1
STATION
INVERT
ELEV
L/ELEM SO SF AVE HF NORM DEPTH ZR
**........***.******.**********.***......****................****................".,,,........*****............***..*****..............*******....***.***..****."'***....***
0.00
I
2088.48 1035.92
10.77 0.02682
I
2099.25 1036.21
5.88 0.02506
2105.13 1036.36
I
6.850.02506
2111.98 1036.53
4.510.001506
2116.49 1036.64
I
2: 65 0.02506
2119.14 1036.71
0.860.02506
I
2120.00 1036.73
JUNCT STR 0.00000
2120.00 1036.74
I
11.210.02700
2131.211037.04
HYDRAULIC JUMP
1
2131.211037.04
25.760.02700
2156.97 1037.74
1.1391034.221
1.1861034.746
1.:2041035.504
1.21B 1035.937
1.269
1036.769
23.6 12.76
2.5271036.748
.026646
23.6
1:2.16 2.298 1037.044
.024455 06B
23.6
11.95
2.217 1037 721
.023435 0.37
23.6
11.77 2.151 103B.088
.021678
23.6
n.22
1038.725 0.00
1.956
.019273
F0515P
WATER SURFACE
PROFILE LISTING
NORTH P~ZA PM 23496
SD LINE A 100 YEAR FILE
06/27/05
DEPTH
OF FLOW
W.S.
ELEV
1.3201037.241
1.3781037.588
1.416 1037.773
1.4811038.010
1.5521038.194
1.6311038.339
1. 724 1038.454
2.609 1039.349
2.3B4 1039.427
0.9521037.995
25.050.02700
~R.B.F. "ASSOC. - SAN DIEGO
0.9301038.66B
I
I
STATION
44.1LlNEA.WSP
Q
ENERGY
GRD.EL.
VEL VEL
HEAD
23.6
10.72
1.784 1039.025
.017173
23.6
10.22 1.6221039.210 0.00
.015620 0.09
23.6
9.92 1.5281039.301 0.00
.014268
23.6
9.46
1.3891039.399
.012795 0.06
23.6
9.02
1.2631039.457
.011540 0.03
:;n.6
8.60 1.149 1039.488
.010507
23.6
8.19 1.0431039.497
.008296 0.00
18.3
5.82
0.5:271039.876
.006544 0.07
18.3
5.82 0.5271039.954
18.3
12.40 2.387 1040.38:2 0.00
.032215 0.B3
18.3
12.77
2.532 1041.200 0.00
.035796
F0515P
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PM 23496
SO LINE A 100 YEAR FlLE,441LlNEA.WSP
06/27/05
so
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
L/ELEM
0.29
0.64
0.30
0.00
0.00
1. 724
0.00
1. 724
".
1.000
1.160
1.160
1.160
1.160
1.160
1.183
1.183
1.183
1.183
1.183
0.990
0.990
0.990
.(_'....l.-..._
HGT/
OIA
2.00
0.00
0.00
1. 724
1. 724
SUPER CRITICAL
ELEV DEPTH
SF AVE HF NORM DEPTH
0.00
2.00
0.000.00
"'i:
00
0.00
0.18
0.10
0.01
0.90
0.00
1. 724
0.00
2.00
0.000.00
1.724
1.7:24
0.00
1.724
o 00
2.00
0.00000
0.00
0.00
0.00
0.00
(OLICEN5EE:
.
0.00
1. 724
000
2.00
CI.OO 0.00
0.00
1.724
0.00
PAGE 4
BASE/
ID NO.
ZL
NO AVBPR
PIER
0.00
0.00
0.00
0.00
0.000.00 0 0.00
2.00
0.000.00
0.00
1.724
2.00
0.00 0.00
0.00
1.541
0.00
2.00
0.000.00
0.00
0.00
00
00
0.00
0.00
1.541
0.00
2.00
0.000.00
1.541
1.541
0.00
2.00
0.000.00
0.00
0.00
0.00
(OLICENSEE:
.
2.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
Q
VEL
VEL ENERGY SUPER CRITICAL HGTI BASEl
HEAD GRD . EL . ELEV DEPTH DIA 10 NO.
ZR
ZL NO AVBPR
PIER
18.3
13.40 :2.7871042.099 0.00
:LOO
0.00
********************************..*..****************************..*******....**********************************************************
I
2182.021038.41
17.98 0.02700
2200.001038.90
I
8.570.0:2660
2208.57 1039.13
12.560.02660
I
2221.13 1039.46
10.79 0.02660
0.897 1039.312
0.8651039.765
0.8471039.975
0.817 1040.279
.040737 0.73
18 .3
14.06
3.0681042.833
.63
1.541
0.00
1.541
0.990
0.993
0.993
0.993
0.00
2.00
0.000.00
0.00
0.00
0.00
0.000.00 0 0.00
00
Printed: 06/27/2005 05:07:57 PM PM
Modified: 06/27/2005 04:50:52 PM PM
.045070 0.39
18 .3
14.44 3.2391043.214
.050015
18.3
15.15 3.5641043.843
0.00
1.541
0.00
2.00
0.000.00
o 0.00
'?J~
.056958 0.61
0.00
1.541
0.00
2.00
000.00
Page 4 of 7
I
0.00
PAGE 5
0.00
2.00
0.000.00
2.00
2.00
0.00 00
0.00
I
I
2231.92
1039.75
9.540.02660
I
2241.461040.00
8.54. 0.02660
2250.001040.23
I
0.380.13800
2250.381040.28
6.24 0.13800
I
2256.62 1041.14
4.92 0.13800
2261.541041.82
I
4.000.13800
2265.541042.37
-,
Y"","\'
;...J.
0.788
1040.537
0.7611040.764
0.7351040.965
Q.736 1041.018
Q.762 1041.906
0.790 1042.613
3.31 0.13800
-(:IR.B.F. I< ASSOC. - SAN DIEGO
0.819
1043.194
I
....".,.
C\~~pg{4\()cH\441itC)UT- ::~- : - --':~~ ~:~
~':~'::_';.;;;::~...:,;';.. ~__~~~'C:.l<~.-,- _ .,.i,";;~;"'~:~-"-~'---~__"-:-'__'
.-'-....-~~..........;.----
18.3
3.925 1044.462
15.90
.064915
18.3
16.67 4.313 1045.077
.074027 0.63
18.3
17.48
4.7441045.709
.078577 0.03
18.3
17.43 4..717 1045.735
.073445
18.3 16.62 4.290 1046.196 0.00
.064423 032
18.3 15.84 3.898 1046 511 0.00
.056555
18.3
1046.740 0.00
15.11
3.546
.049658
F0515P
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PM 234.96
SO LINE A 100 YEAR FILE,441LINEA.WSP
06/27/05
STATION
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
I
"
0.46
0.23
0.16
0.00
1.54.1
0.00
1.541
0.993
0.993
0.631
0.631
0.631
0.631
0.631
HCIT/ BASEl
DIA 10 NO.
2.00
0.000.00
DO
0.00
0.00
0.00
0.00
CDLICENSEE:
~
0.00
1.541
0.00
1.541
0.00
2.00
0.000.00
2268.851042.83
L/ELEH SO SF AVE HF NORM DEPTH ZR
...................................................................................................................................
I
2.78 0.13800
2271.63 1043.:n
2.34 0.13800
2273.97 104.3.54
I
2_00 0.13800
227597104.3.81
71 0.13800
I
2277.68 1044 .05
1 4.5 0.13800
2279 13 104.4..25
I
1.24 0.13800
2280.371044.42
05 0.13800
I
2281.42104.4..57
0.89 0.13800
2282.31104.4.69
I
0.74. 0.13800
2283.051044.79
0610.13800
I
2283.66104.4..87
0.49 0.13800
-1>R.B.F. & ASSOC. - SAN DIEGO
1.239 1046.114
I
STATION
INVERT
ELEV
LJELEM
so
..................................................................................................................................................................
0.00
I
2284.151044.94
0.37 0.13800
1
2284.521044.99
0.27 0.13800
0.8491043.681
0.8801044.095
0.913 1044.451
0.947 1044.760
0.9821045.031
1.0201045.269
1.059 :1045.480
1.101 1045.667
1.1441045.833
1.190104.5.981
1.541
1.54.1
1.541
o
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
18.3
14.41
3.224 104.6_905
.043609
18.3 13_74. 2.931 104.7.026
.038322 0.09
18_3
13.10
2.665 1047.116
0_12
0.05
0_02
0.01
0.00
1.541
0.00
1.541
0.631
0.631
0.631
0.631
0.631
0.631
0.631
0.631
0.631
0.631
NORM DEPTH
0.631
HOT/
Da
0.631
0.631
0.00
:z.oo
0.000.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o DO
CJJLICENSEE:
~
.033696 0.07
18.3
12.49 2.423 1047.183
.029632
18.3 11.91 2.2011047.232
.026083 0.04
18.3 11.35
2.0011047.270
0.00
1.541
0_00
1.541
0.00
2.00
0.000.00
NO AVBPR
PIER
0.00
,?'6
.022982 0.03
18.3
10.83 1.821 1047.301 0.00
.020267
18_3
10.32 1.654 104.7.321
0.00
1.541
0.00
1.541
0.00
2_00
0.000.00 0_00
Page 5 of7
.017890 0.02
18.3
9.84
1.5051047.338
_015804 0.01
18.3
9.38 1.368 1047.349
.013985
18.3
1.2431047.357
95
NORTH PLAZA PM 23496
SD LINE A 100 YEAR FILE,44.1LINEA.WSP
06J27J05
.012396 0.01
F0515P
WATER SURFACE PROFILE LISTING
DEPTH
OF FLOW
V.S.
ELEV
1.2911046.233
1.346104.6.340
o
VEL
HEAD
ENERGY
GRD.EL.
VEL
SF AVE
18.3
8.53
1.130 1047 363
.011005
18 .3
8.13 1.0271047367
.009792 0.00
1.541
0.00
1.541
0.00
1.541
DO
2.00
0.00 00 0 0.00
0.00
1.541
0.00
1.541
000
2.00
.00000
HF
SUPER CRITICAL
ELEV DEPTH
DO
0.00
1.541
o DO
PAGE 6
ZL NO AVBPR
PIER
2.00
0.000.00 0 0.00
0.00
1.541
0.00
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
0.00
2.00
0.000.00
DO
2_00
0.00
DO 0
.00
2.00
0.00 0_00
0.00
2.00
0.000.00
0.00
2.00
0.000.00 0
0.00
2.00
00000
o DO
PAGE 7
BASEl
10 NO.
ZL
ZR
2_00
0.000.00
.00
2.00
0_00 0 00
0.00
Printed: 06/27/2005 05:07:57 PM PM
Modified: 06/27/2005 04:50:52 PM PM
I
I
I
1'"",,"'
1"'"
ro, ~-~_.............:~-
. .-:-. ... .." ;~.'~l}~iT.c~.2~f:l~~~~4~~~~\441A:9UT _ ..::: ._
2284.79
1045.03
016 0.13900
I
2284 95 1045.05
.050.13600
2285.001045.06
I
JUNCT STR 0.00000
2285.00 1045.09
o.n 0.13600
I
2285.71 1045.19
HYDRAULIC JUMP
2285.71 1045.19
I
1.33 0.13600
2297.04 1045.37
2.54 0.13600
2289.58 1045.71
I
2.13 0.13600
2291.71 1046.00
1.62 0.13600
+R.B.F. &. ASSOC. - SAN DIEGO
0.726 1046.729
I
1.4051046.436
1.469 1046.522
1.5411046.601
2.3681047.458
2.276 1047.462
0.6671045.853
0.677 1046.044
0.7011046.414
18.3
0.9341047.370 0.00
7.75
.008739
IB.3
7.39 0.849 1047.371 0.00
.007828 0.00
18.3
0.771 1047.372
7.05
.005229 0.00
12.5
3.9B 0.2461047.704
.003053
12.5
3.9B
0.2461047.708
12.5 13.62
:2 .879 1048.732
.051374 0.07
12.5
13.33 2.758 1048.802
.046762 0.12
12.5
2_5061048.920 0.00
12.70
.040985 0.09
12.5 12.11 2.278 1049.007
.035934
F051SP
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PM 23496
SD LINE A 100 YEAR FILE:441LINEA.WSP
06/27/05
L/ELEM
so
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
I
STATION
Q
0.00
00
0.07
0.00
0.00
0.00
0.00
0.00
0.00
1.541
1.541
1.541
1.271
1.271
1.271
1.271
1.271
1.271
SF AVE
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
VEL
HF
0.631
0.631
0.520
0.520
0.520
0.520
0.520
NORM DEPTH
HGT/ BASE/
DIA ID NO.
2.00
0.00
0.00
0.00
ZL NO AVBPR
"ER
ZR
o
00
0.00
2.00
0.000.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000.00 0 0.00
2.00
0.000.00
0.00
2.00
0.000.00
00
ITJLICENSEE:
.
0.00
2.00
0.000.00
***********************************************************************************************************************************
2293.53 1046.25
I
1.53 0.13600
2295.06 1046.46
1.33 0.13600
I
2296.39 1046.64
1.13 0.13600
2297.52 1046.79
1
0.96 0.13600
2298.48 1046.92
0.83 0.13600
I
2299.311047.04
0.690.13600
2300.00 1047.13
I
94.950.01533
2394.951048.59
36.790.01533
1
2431.74 1049_15
10.98 0.01536
2442.72 1049.32
11.150.01536
1
2453.871049.49
5.680.01560
~R B.F. & ASSOC. - SAN DIEGO
I
0.7521047.002
0.7801047.238
0.8081047.446
0.8371047.630
0.8681047.792
0.9001047.936
0.9351048.065
0.9521049.538
0.9881050.138
1.011 1050.330
1.050
1050.540
12.5 11.55
2.072 1049 074
.031529 05
12.5 11.01 1.883 1049.121 0.00
.027673
12.5
10.50 1.713 1049.159 0.00
.024281 0.03
12.5
10.02
1.5581049.188
.021319 0.02
12.5
9.55 1.416 1049.208
.018731
12.5
9.10 1.287 1049.223
.016470 0.01
12.5
0.04
0.02
1-170 1049.235 0.00
8.68
.014925 1.42
12_5
.013568
8.47 1.114 1050 652 0.00
50
12.5
8.07 1.012 1051.150
.012233 13
12.5
7.85 0.9561051286
.011064
12.5
7.48 0.869
"
1051.409 0.00
0.06
.009846
F0515P
WATER SURFACE
PROFILE LISTING
NORTH PLAZA PH 2)496
SD LINE A 100 YEAR FILE:441LlNEA.WSP
06/27/05
I
so
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
STATION
L/ELEM
Q
VEL
HF
0.00
0.00
0.00
0.00
(1.00
0.00
1.271
1.271
1.271
1.271
1.271
1.271
1-271
1.271
1.271
1.271
1.271
SF AVE
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
0.520
0.520
0.520
0.520
0.520
0.520
0.933
0.933
0.933
0.933
0.930
NORM DEPTH
HGT/ BASE/
DIA ID NO.
0.00
2.00
0.000.00 0
0.00
0.00
00
o 00
0.00
0.00
0.00
0_00
0.00
0.00
ZL NO AVBPR
FIER
ZR
0.00
o
0.00
0.00
2.00
0.000.00
0.00
o 0.00
o
0.00
0.00
2.00
0.000.00
0.00
0.00
o
0.00
2.00
2.00
0.000.00
0.00
0.00
0.00
[[]LICENSEE:
.
0.00
PAGE 8
2.00
0_00
0.000.00
....*******************............***......**......*******..**********************************************************************..**......*********
?;o....
2.00
0.000.00
I
Printed: 06/27/2005 05:07:57 PM PM
2_00
0.00
2.00
0.000.00
2.00
0.000.00
2.00
0.000.00
2.00
0.00 0.00
2_00
0.000.00 0
2.00
0.000.00
2.00
0.00 00
000
PAGE 9
Modified: 06/27/2005 04:50:52 PM PM
Page 6 of 7
I
1
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
1
I
-'^~".,X'~~"~~it ,~~<.:./~~~y.,,:",:,~, .~'. -.-. ", "f,~"--,,;r:;'''' .,
'. 'C:\wspg2A\OCH\441A.QUT.,: ,. ,.. ','
.._-_._~._, .. .< .~ " .... ." ' ,'.... , ".'_"-,.;........c._.,_.._... :"~"-'
-..,---.--......--. --....-.--..-.....-
2459.55 1049.58 1.084 1050.663 12.5 7.19 0.802 1051.465 0.00 1.271 2.00 0.00 0.00 0.00
4.53 0.01560 .008719 0.04 0.930 0.00
2464.08 1049.65 1.126 1050.775 12.5 6.85 0.729 1051.504 0.00 1.271 2.00 0.00 0_00 0.00
2.'12 0.01560 .007751 0.02 0.930 0.00
2466.80 1049.69 1.171 1050.B63 12 .5 6.53 0.663 1051.526 0.00 1.271 2.00 0.00 0.00 Q.Da
1.40 0.01560 .006956 0.01 0.930 0.00
2468.20 1049.71 1.219 1050.933 12.5 6.23 0.603 1051.536 0.00 1.271 2.00 0.00 0.00 0 0.00
0.41 0.01560 .006067 0.00 0.930 0.00
2468.61 1049.72 1.271 1050.991 12.5 5.94 0.547 1051.53a 0.00 1.271 2.00 0.00 0.00 o.oorn
U l'S ~'\.L "::> IOS\ .s 4 -\- c sC 0.. SS )
~
t:>C:;~- ~
A,()
Printed: 06/27/2005 05:07:57 PM PM
Page 7 of?
Modified: 06/27/2005 04:50:52 PM PM
I
1
I
1
I
I
I
I
I
I
I
I
I
I
1
I
1
1
I
.:: ._~,._ C:\wspg2~~~1~!A~',\IIJ~P~. L'_"~:_,,,_' __,._...
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL A-I 100 YEAR FILE: 441LATAl.WSP
T3 06/27/05
SO 1000.001012.38 1 .013 1016.93
R 1033.031012.71 1 .013
SH 1
CD 1 4 2.00
CD 2 4 3.0
._~ '---"""'.-
, .
A\
Printed: 06/27/2005 06:54:23 PM PM
Page 1 of 1
Modified: 06/27/2005 06:51:11 PM PM
I
I
._~._,..- -~---~~.
."~' "', -,'
__-,-,:,__::~".:....z-.:.-.'i.~,;;
CODATE: 6/27/2005
TIME: 18,52
FOSISP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
I
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WID'll!
ZR INV Yfl} 'i(2) Y(3) Y(4) yeS) Y(6) 'i(7) YCS) Y(9) Y(IO)
DROP
CD
CD
1
2
.
.
2.00
3.00
OJ
.
I
.
F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
I
NORTH PLAZA PM 23496
HEADING LINE NO 2 IS -
SD LATERAL A-lIDO YEAR FILE:441LATAl.WSP
I
HEADING LINE NO IS
06/27/05
OJ
.
.
F 0 5 1 5 P
P...GE NO 2
WATER SURFACE PROFlloE - ELEMENT CARD LISTING
I
ELEMENT NO 1 IS A SYSTEM OUTLET
U!S DATA STATION INVERT SECT
1000.001012.38 1
. S EI.EV
1016.93
ELEMENT NO
IS A REACH
U/S DATA STATION INVERT SECT
1033.03 1012.71 1
N
013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
I
ELEMENT NO 3 I S A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT 'Ii' S ELEV
1033.03 1012.71 1 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
.. WARNING NO.2" WATER SURFACE ELEVATION GIVEN IS LESS THl'.N OR EQUALS INVERT ELEVATION IN HDWKDS. W.S.ELEV = INV + DC mLICENSEE: R.B.F. ,
~ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
.
I
NORTH PLAZA PM 23496
SD IATERAL A-1 100 YEAR FILE,441LATAl.WSP
06/27/05
I
STATION
INVERT DEPTII
ELEV OF FLOW
W.S.
ELEV
Q
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD.EL. ELEV DEPTH
HOT/ BASE/
DIA ID NO.
ZL NO AVBPR
PIER
L/ELEM SO SF AVE HF NORM DEPTIl ZR
*****************************************************************************....************..*..*.......**....***..*..*....*..*....*...............***
I
1000 00 ~012.38
4.5501016.930
13.4
4.26 0.282 1011 212 0.00
1.318
2.00
0.000.00 0.00
33.03 0.00999
.003509 12
1.110
0.00
1033 03 1012.71
4.3361017.046
13.4
4.26 0.282 1017 328 0.00
1.318
2.00
0.000.00 0 o.oom
I
0..\'::, 86-L ~
\0\./';;,"':. -;. O-SC.D-~)
\ D\....L 4)
I
1
I
1
I
I
p..'V
Printed: 06/27/2005 06:53:52 PM PM
Modified: 06/27/2005 06:52:24 PM PM
Page 1 of 1
I
I
I
I
1
1
1
I
1
1
I
I
1
I
I
I
I
I
1
I
{'""'''~'''-~~;:::\~:-:::T'''''':.~~-~.'7::~:.''7.~..'''..';>;':- -., .,,~'"C:',,=~~,~~~~~- ~-::::, -:;;~'=-,-,,""~~""::::;7r-c~'_--:,:--,"~"""':'r-',-,;--"""'''''''_.- ~- --:--...,....,,~
t" _,~,___ _-~~!,~_E,,"'"_:';~::c~ "C:~~~g~;4\~1 ~!:A2:~~P.:.L ~;:~.~~'__:: ~: ;{~~ __.'~'. __.. _
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL A-2 100 YEAR FILE:441LATA2.WSP
T3 06/27/05
SO 1000.001018.46 1 .013 1023.14
R 1051.591018.98 1 .013
R 1095.911019.42 1 .013 56.43
R 1150.261019_96 1 .013
SH 1
CD 1 4 2 . 00
CD 2 4 3.0
A'?7
Printed: 06/27/2005 06:29:09 PM PM
Modified: 06/27/2005 06:23:32 PM PM
Page 1 of 1
I
I
I
I
I
I
I
I
1
I
1
I
1
1
1
I
I
I
I
,... "'--"-'--- ~...,
""'-',," .,...
, , :. ~'C~\w'~~@2.~\OCH\441LATA2:0Ul'~:.:;)}:
__~~~';';;'.~..TJ:..:.;~~___......~,..--",__.,~..V "".~_______."",---.~'._u,;'_ .. "0______ ~_.._....__ ~
DODATE: 6/21/2005
TIME, 18,24
FGSlSP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DlAMETER WIDTH
ZR INV 'i(l) 'i(2) YO) Yf4} 'itS) Y(6) Y(7) YfS) 'f(g) 'i(IO)
DROP
CD
CD
.
.
2.00
3.00
.
1
2
aJ
PAGE NO
.
F 0 5 1 5 P
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1 IS -
NORTH PLAZA PM 23496
HEADING LINE NO 2 IS -
SO LATERAL 1.-2 100 YEAR FILE:441LATA2.WSP
HEADING LINE NO 3 IS -
06/27/05
aJ
.
.
F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
uts DATA STATION INVERT SECT
1000.00 1018.46 1
W S ELE'V
1023.14
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN N
1051.59 1018.98 1 0.013 0.00 0.00 0 00 0
ELEMENT NO 3 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1095.91 1019.42 1 0.013 0.00 56.43 0 00 0
ELEMENT NO IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN N
1150.26 1019.96 1 0.013 0.00 0.00 0.00 0
ELEMENT NO 5 I S A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
1150.26 1019.96 1 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOH BEGINNING
.. WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV ~ INV + DC illLICENSEE: R.B.F. &
-I> ASSOC. - SAN DIEGO FOSlSP PAGE 1
.
WATER SURFACE PROFILE LISTING
NORnI PLAZA PM 23496
SD LATERAL 14.-2 100 YEAR
06/27/05
FILE:441LATA2.WSP
STATION
DEPTH
OF FLOW
VEL VEL ENERGY
HEAD GRD.EL.
NGT/
DIA
NO A VBPR
PIER
BASE/
10 NO.
ZL
W.S.
ELEV
Q
SUPER CRITICAL
&LEV DEPTH
INVERT
ELEV
L/ELEM SO SF AVE HF NORM DEPTH ZR
....**..........................**.."**.."'......,,..................................................."................................................................****......**.**..........................
1000.00 1018.46 4.680 1023.140 18.0 5.73 0.510 1023.650 0.00 1.528 2.00 0.00 00 0.00
51.59 0.01008 .006331 0.33 1.341 0 00
1051.59 1018.98 4.487 1023.467 18.0 5.73 0.510 1023.977 0.00 1.528 2.00 0.00 0 00 0 0.00
44.32 0.00993 .006331 0.28 1.350 0 00
1095.91 1019.42 4.408 1023.828 18.0 5.73 0.510 1024.338 0.00 1.528 2.00 0.00 0.00 0.00
54.35 0.00994 .006331 0.34 1.350 0.00
1150.26 1019.96 .212 1024.172 18.0 5.73 0.510 1024.682 0.00 1.528 2.00 0.00 0.00 o.oorn
~<; ~,-L \ t> ""2..6r~b.e'>'-D-s ( C>.S \ )
- \D"Z.Af\d..
AA
Printed: 06/27/2005 06:25:27 PM PM
Modified: 06/27/2005 06:24:33 PM PM
Page 1 of 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
1
I
~---YT-'~-:~'~-~ :~' '~~~'~C:\~spg2.4i441LATA3:WSP ...",
.. ,:;,,,......,_...c.....,'--'-.c..c.._ _._~.~, ~
,"
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL A-3 100 YEAR FILE:441LATA3.WSP
T3 06/27/05
SO 1000.001036.76 1 .013 1039.35
R 1008.231037.09 1 .013
SH 1
CD 1 4 1. 50
CD 2 4 3.0
Printed: 06/28/2005 08:33:57 AM AM
Modified: 06/28/2005 08:29:08 AM AM
-,.;,. '.." :,>_..'....~..,'.~.
A.~
Page 1 of 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.m__~~Wipg2~~\OCH\~T A3iUT~;' ,
~ --:
:2~"'_L_~
,.;<
DODATE: 6/27/2005
TIME: 19, 4
F0515P
CHANNEL DEFINITION LISTING
PAGE
1
WATER SURFACE PROFILE
CARD
CODE
SEC"! CHN
NO TYPE
NO OF
PIERS
AVE PIER
WIDTH
HEIGH'!' 1 BASE ZL ZR
DIl'Jo'lETER WIDTH
INV Y(l) Y(2} Y(3) Y(4}
DROP
yes)
Y(7)
Y(9)
Y(lO)
Y(6)
Y(8)
CD
CD
1.50
3.00
PAGE NO
1
2
,
,
CD
.
.
F 0 SSP
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1 IS ~
NORTH PLAZA PM 23496
HEADING LINE NO :2 IS
SD LATERAL A-3 100 YEAR FILE:441LATA3.WSP
HEADING LINE NO IS-
06/27/05
CD
.
+ F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
IS A SYSTEM OUTLET
D!S DATA STATION INVERT SECT
1002.67 1037.04 1
W S ELEV
1039.35
ELEMENT NO :2 I S A REACH
u/s DATA STATION INVERT SECT
1008.231037.09 1
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 000 0
ELEMENT NO 3 I S A SYSTEM HEADWQRKS
u/S DATA STATION INVERT SECT W S ELEV
1008.231037.09 1 0.00
NO EDIT .ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
.. WARNING NO.2" WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC mLICENSEE: R.B.F_ &
-9 ASSOC. _ SAN DIEGO F0515P PAGE
.
WATER SURFACE PROFILE LISTING
NORTH PLAZA PM :23496
SD LATERAL 11.-3 100 YEAR FILE: 441LATA3 .WSP
06/27/05
STATION
INVERT DEPI'H
ELEV OF FLOW
Q
VEL
VEL ENERGY SUPER CRITICAL HGT f BASE/
HEAD GRD.EL. ELEV DEPTH 0111. ID NO.
ZL NO A VBPR
PIER
WO.S.
ELEV
LI ELEM
SF AVE HF NORM DEPTH
ZR
so
***********************************************************************************************************************************
1002.67 1037.04 2.310 1039.350 6.S 3.68 0.210 1039.560 0.00 0.986 1.50 0.00 0.00 0.00
5.56 0.00899 .0038:29 0.0:2 0.880 00
100"6.23 1031.09 2.281 1039.371 6.S 3.68 0.210 1039.581 0.00 0.966 1.50 0.00 o. 00 0 o.oom
v..\s ~'-L \ I:> "'.R.s 8 4- o.SC C>~<...\)
\1:>~.loS.
A.~
Printed: 06/28/2005 08:32:02 AM AM
Modified: 06/27/2005 07:04:50 PM PM
Page 1 of 1
I
I
I
I
I
I
1
I
1
I
I
I
I
I
I
I
I
I
I
,...''''~,~' ~-_';:7,~:~~::::-~..,.., - -'~'---'''''''''"'''::"''''~--''''''~-~l;'"'' -. "'---',:"--e-;:"~":,::j:-:-r,"~'i:::--:
~___~'~~;-=':i..:: ~~ '.:.~._~:\~~9.2.4\~~~! A4.\lVS~_
,\i-,;
I ~"
...,.-
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL A-4 100 YEAR FILE:441LATA4.WSP
T3 06/27/05
SO 1000.001045.06 1 .013 1047.46
R 1008.231045.39 1 .013
SH 1
CD 1 4 1. 50
CD 2 4 3.0
A,\
Printed: 06/28/2005 08:43:44 AM AM
Modified: 06/28/2005 08:40:40 AM AM
Page 1 of 1
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
,__C~W:pg2,4\~t~\44J.~ !~~~?U!.:-;,_., ~__
---....--.--.--- "--~
. ~-, . . ~
[lJDATE: 6/28/2005
TIME, 8.41
F0515P
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WID'I'H
ZR INV Y(l) Y(2) V(3) Y(4) VIS) Y(6) Y(7) Y(S) Y(9) Y(lO)
DROP
CD
CD
1.50
3.00
.
1
2
,
,
ED
PAGE NO 3
.
F 0 5 5 P
WATER SURFACE PROFILE TITLE CARP LISTING
HEADING LINE NO 1 IS -
NORTH PLAZA PM 23496
HEADING LINE NO 2 IS -
SD I.ATERAL A-4 100 YEAR FILE:441LATA4.WSP
HEADING LINE NO IS-
06/27/05
ED
.
.
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
1000.001045.06 1
W S ELEV
1047.46
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT
1008.23 1045.39 1
N
013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 3 I S A SYSTEM HEADWORKS
D/S DATA STATION INVERT SECT W S ELEV
1008.231045.39 1 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
H WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC mLICENSEE: R.B.F. ,
~ASSOC. - SAN DIEGO F0515P PAGE 1
.
WATER SURFACE PROFILE LISTING
NORTH PLAZA PM 23496
SD LATERAL A-4 100 YEAR FILE,441LATA4.WSP
06/27/05
STATION
W.S.
ELEV
VEL ENERGY SUPER CRITICAL HGTI BASEl
HEAD GRD.EL. ELEV DEPTH DIA ID NO.
ZL NO AVBPR
PIER
Q
VEL
INVERT DEPTH
ELEV OF FLOW
LI ELEM
SF AVE HF NORM DEPTH
ZR
SD
***********************************************************************************************************************************
1000.001045.06
2.400 l047.460
6.7 3.79 0.223 1047.683 0.00 1.002 l.50 0.00 0.00 0 0.00
.004068 0.03 0.580 0.00
6,7 3.79 0.223 1047.716 0.00 1.002 1.50 DO 0.00 o.oom
LA. \"') ~C"L ~ 1t:.A-..:yz.-l- 6,C;(t>.<."')
::!- t<:>4f-~4-
8.230.04010
1008.231045.39
2.1031047.493
~tb
Printed: 06/28/2005 08:43:06 AM AM
Modified: 06/28/2005 08:41 :28 AM AM
Page 1 of 1
I
I
I
I
I
1
I
I
I
1
I
I
I
I I
I
I
I
I
I
'~..~'-:";~'''!:~:-.'~.";''~~'; ~-::"~"--~;"."
C:lwspg2,41441 L1NEB.WSP:'
'.1
...J
~:.:....::...:....o_..-,,~--,':;"~__
~.,.:...
o
Tl NORTH PLAZA PM 23496
T2 SD LINE B 100 YEAR FILE:441LINEB.WSP
T3 06/27/05
SO 1002.471014.50 2
R 1008.681014.53 2
R 1066.221014.82 2
R 1209.621015.54 2
R 1229.631015.64 2
JX 1233.631015.66 2 1
R 1233.631015.66 1
R 1260.201015.79 1
R 1272.471015.85 1
SH 1
CD 1 4 2.00
CD 2 4 3.0
.013 1019.16
.013
.013 74.00
.013 15.00
.013 25,
.013 6.0 1015.66 75.00
.013 1
.013 65,
.013
1>..0...
Printed: 06/27/2005 05:32:14 PM PM
Modified: 06/27/2005 05:24:38 PM PM
Page 1 of 1
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
r',:::-e;;;.,:--'::'^
I,
L -. c
~-~...:
('",
.. ~W____ '-~---'"": " --)~C~\~~pg2~4\9CHI441 B.OUT ,~:,; ~ ~'::':", ,--
~~ "':~1... __.4. .,...._"'-'.~..:c'--'--...:.-...:~,;.;..;~_~._..o..-_-=._..~.;:..._~;;..:"""-'-.~'u_:;.~''''..;._ .-> ~.~-~'-=-.."-- ....;...-'..
-"f
[lJDATE: 6/27/2005
TIME, 17,27
FOSlSP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTIi DIAMETER WID'1'H
ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(?) Y(S) Y(9) Y(IO)
DROP
CD
CD
2.00
3.00
.
1
2
4
,
(I]
PAGE NO 3
.
F 0 5 1 5 P
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS .
NORTH Pl.AZA PM 23496
HEADING LINE NO :2 IS -
SD LINE B 100 YEAR FILE,441LlNEB.WSP
HEADING LINE NO 3 15 -
06/27/05
(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
1002.471014.50 :2
Ii' 5 ELEV
1019.16
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT
1008.68 1014 .53 2
N
on
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 3 I S A REACH
U/S DATA STATION INVERT SECT
1066.22101.4.82 2
N
0.013
RADIUS ANGLE ANG PT MAN H
0_00 74_00 0.00 0
ELEMENT NO 4 I S A REACH
U/S DATA STATION INVERT SECT
1209.62 1015.54 2
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 15.00 0.00 0
ELEMENT NO 5 IS A REACH
u/s DATA STATION INVERT SECT
1229.63 1015.64 2
N
0.013
RADIUS lINGLE ANG PT MAN H
0.0025.00 0.00 0
ELEMENT NO 6 IS A JUNCTION
U/S DATA STATION INVERT SECT LAT-1 LAT.2
1233.63 1015.66 2 1 0
WARNING - ADJACENT SECTIONS .ARE NOT IDENTICAL - SEE SECTION NUMBERS
INVERT-3 INVERT-4
1015.66 0.00
PHI 3
75.00
PHI 4
0.00
N Q3 Q4
0.013 6.0 0.0
AND CHANNEL DEFINITIONS
ELEMENT NO 7 I S A REACH
U/S DATA STATION INVERT SECT
1233.631015.66 1
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 1
ELEMENT NO IS A REACH
U/S DATA STATION INVERT SECT
1260.20 1015.79 1
N
0.013
RADIUS ANGLE lING PT MAN H
0.0065.00 0.00 0
ELEMENT NO 9 IS A REACH
u/s DATA STATION INVERT SECT
1272.47 1015.85 1
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 10 IS A SYSTEM HEADWORKS
u/s DATA STATION INVERT SECT W S ELEV
1272.47 1015.85 1 0.00
NO WIT ERRORS ENC01JNTERW.COMPl.ITATION IS NOW BEGINNING
.. WARNING NO.2" WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV '" INV + DC ITJLICENSEE: R.B.F. &
~ASSOC. ~ SAN DIEGO F05I5P PAGE
.
WATER SURFACE PROFILE LISTING
NORTH PLAZA PM 23496
SO LINE B 100 YEAR FILE,441LINEB.WSP
06/27/05
STATION
INVERT DEPTH
ELEV OF FLOW
Hen/ BASE/
0111. ID NO.
ZL NO AVBPR
PIER
H.S.
EL""
Q
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD.EL. &LEV DEPnI
L/ELEM
NORM DEPTH
ZR
so
SF AVE
HF
.........,,,............................................**..............................*...................................................................................................................................
1002.47 1014.50
3.00
o 0.00
0.000.00
4.660 1019.160
11.6
1.64
0.0421019.202
0.00
1.080
6.21 0_00483
1.021
0.00
.000302
0.00
1008.68 1014 .53
4.632 1019.162
0.00
11.6
1.64 0.0421019.204
0.00
1.080
3.00
0.000.00
57.54 0.00504
0.00
.000302 0.02
1.010
1066.22 1014.82
0.00
4.3671019.187
11.6
1.64
0.042 1019.229 0.00
1.080
3.00
0.00 0.00
143.400.00502
1.011
0.00
.000302 004
1209.62 1015.54
1.64 0.0421019276
0.00
1.080
3.00
0.000.00
0.00
3.6941019.234
11.6
20.010.00500
.000302
0.01
1.012
0.00
1229.631015.64
3.00
q;
0.00 0.00
0.00
3.604 1019.244
11.6
1.64 0.042 1019 286
0.00
1.080
JUNCT STR 0.00500
0.00
.000186 0.00
Printed: 06/27/2005 05:28:35 PM PM
Page 1 of2
Modified: 06/27/2005 05:27:10 PM PM
I
I
~~-?<-'~- ;,,:",,' ?-",'r:.;d~":-;;,:-.. .~ ~-~-_':,,/'-~:Y~'S'h :sc7'~-' 't~,/--;-:- :~-,-,--,~----~ --" ~:~<-; ':';'C~:-~~''0~':--'"':~ ,- ----~ --- ::,:.;-::c~" -,~, -.~"'7~~7:~~':
I ,; '. "'.; ';"'~~" /,',- .,'-,"" """ ,,: '" C:\wspg2.4\OCH\441B.OUT ' ',;': (d,i
;.;,,_"'.c..._----:::.~J....;<-.,'~...""_ ~~_----"'..., ;;;J;..;,;.;..~~.~ .;.. ";;.:i"<~;..";_s_..;..;"~....,,.;::::..:.....,.:.~~,;;.~~__;,; " ..~.:,~;~~i;,.~,:.::;_'"'~ "..._.._~--=-.:::. -;:'-':~___.:...._.:...;.J
I
1233.63 1015.66 3.636 1019.296 5,' 1.78 0.049 1019.345 0.00 0.836 2.00 D.Oll 0.00 0.00
1233 .63 10l5.66 3.638 1019.298 5,' 1.78 0.049 1019.347 0.00 0.836 2.00 0.00 0.00 , 0.00
26.57 0.00489 .000613 D.G;! 0.820 0.00
1260.20 1015.79 3.533 1019.323 5,' '1.78 0.049 1019.372 0.00 0.836 2.00 0.00 0.00 0.00
12.27 0.00489 .000613 0.01 0.820 0.00
1272.47 1015.85 3.481 1019.331 5,' 1.79 0.049 1019.380 0.00 0.836 2.00 0.00 0.00 0.00(1)
v.\<; ~("L~ \D\q.~B -\- oS(.CIS)
\O\O>,.A.\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
?'
I
Printed: 06/27/2005 05:28:35 PM PM
Modified: 06/27/2005 05:27:10 PM PM
Page 2 of 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
."'" ;-,"""""."'--'''.;'''''::'-:^C:~-T'T:>''~~-:-:'-- ,_~-_"~.,_,.~":,,,,,,;,,-~,""'-:"--"~"':;"''''''~'.<.....,, """",,,. ,,- - i'
-C:lwspg2.41441LATB1.WSP:)"--:". . ..
" . _'~ .;._; ,'.;-: _.:";';:,,',>. . "'.._ -L~-':"'"'};'..:".:JL,: -=.:.:";t~;,,..:.: __:'L- ._~_. __ _ :::
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL B-1 100 YEAR FILE:441LATIB.WSP
T3 06/27/05
SO 1001.891015.66 2 .013 1019.30
R 1039.521015.84 2 .013
SH 2
CD 2 4 2.00
. .. .". '-"'-~~_"':'_.'l._.__
':5!.--
Printed: 06/27/2005 05:49:07 PM PM
Page 1 of 1
Modified: 06/27/2005 05:45:15 PM PM
I
I
C:\wspg2,4\OCH\441LATB1 _ .
-'."'--~... ~- - .............._._-~- --.-.---- ._'~':'..- """-'->-~'-~' .+.---'----...---.....,
--2"
,-~l
mDATE: 6/27/2005
TIME: 17,47
F0515P
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
'AGE
1
I
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTII DIAMETER WIDTH
ZR lliV 'i(l) Y(21 Y(3) Y(4) 'l(S) Y(6) Y(7) Y(B) 'l(9) Y(IO)
DROP
CD
2
2.00
CD
.
.
, 0 5
5 ,
PAGE NO 3
I
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1 IS -
NORTH PLAZA PM 23496
I
HEADING LINE NO :2 IS -
SO LATERAL B-1 100 YEAR FILE,441LATIB.WSP
HEADING LINE NO IS-
I
06/27/05
CD
.
.
F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE - ELEMENT CARD LISTING
I
ELEMENT NO 1 IS A SYSTEM OUTLET
uts DATA STATION INVERT SECT
1001.89 1015.66 :2
W S ELEV
1019.30
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT
1039.521015.84 2
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
I
ELEMENT NO 3 I S A SYSTEM HEAOWORKS
U/S DATA STATION INVERT SECT W S ELEV
1039.521015.84 2 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
** WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV t DC [[]LICENSEE; R.B.F. ,
-f>ASSOC. SAN DIEGO F0515P PAGE 1
.
1
WATER SURFACE PROFILE LISTING
NORTH PLAZA PM 23496
SD LATERAL B-1 100 YEAR FlLE:441LAT1B WSP
06/27/05
STATION
INVERT DEPTH
ELEV OF FLOW
'11.5.
ELEV
o
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD.EL. ELEV DEPTH
HGT/ BASE/
DIA ID NO.
ZL NO AVBPR
PIER
I
L/ELEM SO SF AVE HF NORM DEPTH ZR
***********************************************************************************************************************************
1001.891015.66
3.6401019.300
6.6
2.10
0.0691019.369
0.00
0.910
2.00
0.000.00
o 0.00
I
37.63 0.00478
.000851 0.03
0.904
0.00
1039.521015.84
3.4921019.332
6.6
2.10 0.069 1019.401
0.00
0.910
2 00
0.00 0.00 0 o.oorn
I
\.Al'), ~l
tD\."I. .Jl..C>..\- O-S(O .t>,)
I b\.q.4A.
I
I
I
I
I
I
67
Printed: 06/27/2005 05:48:31 PM PM
Modified: 06/27/2005 05:47:37 PM PM
Page 1 of 1
I
I
1
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
_'C:~;~g2.4\441LAT:iB:WSP-__ _ .
_'_~,,-,_ C~;._ < ,...._,_,___."_'c,...__,_"''',,''":>..,~,._ ~_....'-'_,._.~
.. -.,
. - - .
.... .;,-,.""'--~.._--=--
o
Tl NORTH PLAZA PM 23496
T2 SD LATERAL 3B 100 YEAR FILE:441LAT3B.WSP
T3 06/27/05
SO 1005.001044.71 1 .013 1046.21
R 1048.791051.671 .013
SH 1
CD 1 4 1. 50
CD 2 4 3.0
-5k..
Printed: 06/28/200510:14:31 AM AM
Page 1 of 1
Modified: 06/28/200510:10:18 AM AM
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1F""~,~""'''''''':.'C~ ,:..~.--,.,..,,,....,.......~,- - .-; .'"",.....s.--:-. -"':''''-''~.O-- .~v-
C:\wspgi4\OCH\441LAT3B;OllT "
."
_oi..:.:'
.
._._~,_.l
".. -, ',........ .... .,.~
-~,..-.,--,.__.~.~---- -_.,,~
ITJDATE: 6/28/2005
TIME, 10: 9
FOSlSP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
ZR tNV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y(lO)
DROP
CD
CD
1.50
3.00
.
,
,
CD
.
F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1 IS -
NORTH PLAZA PM 23496
HEADING LINE NO 2 IS
SO LATERAL 3B 100 YEAR FILE:441LAT3B.WSP
HEADING LINE NO IS-
06/27/05
CD
.
.
P 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT
1005.00 1044.71 1
W S ELEV
1046.21
ELEMENT NO 2 1 S 11 REACH
U!S DATA STATION INVERT SECT
1048.791051.67 1
N
0.013
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECI' Ii' 5 ELEV
1048.79 1051.67 1 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW -BEGINNING
H WARNING NO.2'" WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC aJLICENSEE: R.B.F. ,
-t>ASSOC. - SAN DIEGO FOSlSP PAGE 1
.
WATER SURFACE PROFILE LISTING
NORTH PLAZA PM 23496
SO LATERAL 3B 100 YEAR FILEI441LAT3B.WSP
06/27/Cl5
STATION
VEL
HGT/ BASEl
DJA ID NO.
ZL NO AVBPR
PIER
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
INVERT DEPTH
ELEV OF FLOW
1'1.5.
ELEV
Q
L/ELEM
SF AVE
NORM DEPTH
ZR
SD
HF
.................................***.**................................................................."..."........................,,**............****.............
1005.001044.71
0.3821045.092
0.000.00
0.00
5.6
15.82
3.8861048.978
0.00
0.9B
1.50
.45 0.15894
.138831 0.48
0.370
0.00
1008.451045.26
0.913
0.00 0.00 0 0.00
1.50
0.3841045.643
5.6 15.64 3.799 1049.442
0.00
10.690.15894
.127999
0.00
1.37
0.370
1019 14 1046.96
5.6 14.89 3.444 1050.800
0.00 0.00 0 0.00
0.00
0.913
1.50
0.398 1047.356
.400.15894
.111990 0.72
0.00
0.370
1025.541047.97
0.913
0.00
1.50
0.000.00
0.411 1048.386
5.6
14.:<n
3.137 1051.523
0.00
4.430.15894
0.370
0.00
.097977 0.43
1029.971048.68
0.426 1049.104
0.00
5,6
13.56 2.855 1051.959 0.00
0.913
1.50
0.000.00
3.330.15894
0.370
0.00
.085817
0.29
1033.301049.21
5.6 12.90 2.5851052.235
0.00
0.00
0.913
1.50
0.000.00
0.441 1049.650
2.630.15894
.075109 0.20
0.00
0.370
1035.931049.63
0.913
00 0 0.00
1.50
0.00
0.4561050.083
5,6
12.31
2.352 1052.435
0.00
2.13 0.15894
0.370
00
.065739 0.14
1038.061049.96
11.74 2.140 1052.576
0.00
0.00
0.913
1.50
0.00
00
0.472 1050.436
5,6
1.750.15894
.057587
010
0.370
00
1039.811050.24
5.6 11.20 1.948 1052.680 0.00
0.000.00 0.00
0.913
1.50
0.489 1050.732
480.15894
0.370
00
.050451 0.07
1041291050.48
0.5061050.983
0.000.00 0 0.00
5.6 10.67 1.767 1052750 0.00
0.913
1.50
1240.15894
0.310
0.00
.044197
05
1042.531050.67
1.610 1052 809
0.00
0.913
1.50
0.00 00
0.524 1051.199 5.6
10 18
0.00
1.060.15894
-foR.B.F. & ASSOC.
.038747 0 04
FOS15P
WATER SURFACE PROFILE LISTING
0.370
mLICENSEE: -fo
~
o 00
PAGE :2
SAN DIEGO
NORTH PLAZA PM 23496
SD LATERAL 3B 100 YEAR
06/27/05
FILE,441LAT3B.WSP
Printed: 06/28/200510:12:03 AM AM
Modified: 06/28/200510:09:52 AM AM
Page 1 of 2
I
1
o ,,- ~2-: ':r-;~~.'~.~ <: :.:' ";,P;5'i:~' .'~.~ "-"- i' ~,-- ': C," r~.~_' ,y",,,--C-\ '\G-2'~"4\OCH\44' ':-~1"~'LA~";' '~T-3' :B--;O~U~T~~r-~--'-h .
, _ ,~~ ,_i,.~. .,' ,~'~': ,', :wspg, ~ . '.,. ..
i;...,~_...!",.;';:L...;:...:L:....':''''::{;;i__~..;:.;.~___-,':~_~L_ ' " "'.;.. --....;~"'-".........:..~-......~._~L~;,..;..~~..:.~'
STATION
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
o
VEL
VEL ENERGY SUPER CRITICAL
READ GRD. EL. ELEV DEPTH
HGT/ BASEl
DIll. ID NO.
ZL NO AVBPR
PIER
i:_":;__.i._.~__~'.~~..L..;...._ ~_;!
I
1043.591050.84
L/ELEM SO SF AVE HF NORM DEPTH ZR
******...*********......***"...."..**....******.."'''''''...**......*....****.**********."'*..****.********..***.............**********......."'**.......**
0.00
0.91 0.15894
I
1044.50 1050.99
0.780.15894
1045.28 1051.11
1
0.670.15894
1045.95 1051.22
0.570.15894
I
1046.521051.31
0.490.15894
1041.011051.39
1
410.15894
1047421051.45
0.350.15894
1047.77 J.051.51
1
0.290.J.5894
1048.06 J.051.55
0.23 0.15894
I
1048.291051.59
0.19 0.15894
1048.481051.62
I
0.5431051.386
0.5621051.550
0.5821051.694
0.603 J.051.821
0.6251051.934
0.6481052.035
0.672 J.052.125
0.698 1052.205
0.724 1052.277
0.75J. 1052.342
0.140.15894
~R.B.F. "ASSOC. SAN DIEGO
0.7801052.401
I
STATION
NORTH PLAZA PM 23496
SD lATERAL 3B 100 YEAR
06/27/05
L/ELEM
so
INVERT DEPTH
ELEV OF FLOW
W.S.
ELEV
5~'
9.71
1.4631052.849
0.00
HF
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.913
0.913
0.913
0.913
0.913
0.913
0.913
0.913
0.913
0.913
0.913
SF AVE
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELE:V DEPTH
0.370
0.370
0.370
0.370
0.370
0.370
NORM DEPTH
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.370
1.50
0.370
1.50
0.370
l.50
0.370
1.50
0.370
HGTI BASEl
DrA ID NO.
0.00
00 0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
[l]LICENSEE:
.
.033969
0.03
00
0.000.00
.00
0.000.00
0.00
0.000.00
00
0.00 .00 0.00
00
0.00 0.00 0 0.00
0.00
0.00 00
o 00
0.00
00
......................................................................................................................................................................................................................................................................
1
1048.621051.64
0.100.15894
1048.72 1051.66
I
0.050.15894
1048.77 1051.67
0.02 0.15894
I
1048.791051.67
1
I
1
1
0.8101052.453
0.8421052.501
0.876 1052.543
0.913 1052.583
5,'
9.26 1.3301052.880
0.00
0.00
0.00
0.00
0.00
\ C'S::" \\
0.913
0.913
0.:113
0.913
1..-1. \<,
~L.'"
ICS2.C\.......
l.50
0.370
1.50
0.370
1.50
0.370
00
0.00
00
00
0.00000
0.00
0.00 0.00 0 0 00
o 00
PAGE 3
ZL NO AVBPR
PIER
ZR
0.000.00
0.00
0.00 0 00 0 0.00
o 00
0.000.00
L50 0.00 0.00
0.00
6-5 ( c> .:R)
0.00
0.00
o.oorn
1Jv
Page 2 012
.029777 0.02
5,'
8.82
1.2081052902
.026119 0 02
5,'
8.41 1.0981052.919
.022923
0.01
5.'
8.02 0.9991052.933
.020130 0.01
5,'
7.65 0.909 1052.944
.017685 0.01
5,'
7.29 0.826 1052.951
.015553 0.01
5,'
6.95
0.7501052.955
.013685 0.00
5 ~ ,
6.63 0.6821052.959
.012039
5~'
6.32 0.620 1052.962
.010600 0.00
5 ~ ,
6.03
0.5641052.965
.009343 0.00
P0515P
WATER SURFACE PROFILE LISTING
PILE:441lAT3B.WSP
o
VEL
5 ~ ,
5.74 0.5121052.965
.008241 0.00
5,'
5.48
0.4661052.967
.007280 00
5,'
5.22 0.4241052.967
.006430
5.6 4.97
0.384 1052967
Printed: 06/28/2005 10:12:03 AM AM
Modified: 06/28/200510:09:52 AM AM
I