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S � l ; _ ; --- - - . . -- -- - ( - j -�- ' - - � � _ I - - -- , � - - - ---- ._�V - ------------------------- ��� " ---------------------------------------------- ^ __. --------------------- , ____________________________ HYDRAUL I C E MENTS — I F'ROGRAM F�ACf::AGE ____________________________�________________—_------ __---_---------- — ------�----------------��-- . . . . . . �� :� : c: l: � . . �:� : b � . . .:���... . t . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ��.� . . ..�:::?: . . . . . . . . . � (C) Cooyright 1582. 1966 Advan�e q��inp�5 fi --� .^' ^ ... _ � �r �NEJ� " Especia.11y pr for: COMMUrd I TY ENG I NEER I tJG SERV I CES . I i`dC . -------------------------------------------------------- F�dvan�ed En�,inaarinG Soft�•�are CAES7 . . . . .. . . . . . . . . . . . . SERIAL PJ�. I���:?95b VER. �. =r RELE�SE DhTE: �: �'i�;'b�, ������:..ax;r CF F:ESULTS� �- FROM L: TO L�3 � # � -tt - i!- �- �..;�. a: ar- -}- �# yc -lE ={- �i- �- 'f. �?i� - iE - � �?f� # # ?E x- �- .► } -ar. ar- f 'r.� 4 -!E '_;. ,r. y(- ?F - s� ;Y �- # - 3! - x :{- :#� :4� �?t� � :# �i4..?t- �- -u x- -:{. .i- �..f �. .v..it. -y,. .:-?f..;:.s. � :;, y;. - i - x *- - ii - y. �- =i � :: . � +- �"- # :4 -� �(- -3F -T :�- � ?f� :�- -ii� � �i- :SF -3F - ?F -?f. s a. y(- �z -kk �?t- :t :f 4 jF yf- :E :# �- - ?f� �E aE � - !f # yE # �3f� � � - ?i - -:f � �E ; x ; 't. x. ;F x- �- ?F -�- ?(- :�E �3i- :t :4- - ?f� # :► -r' �iE � :�'t� :y- �(- r- :�- x *- . . :�::>STF:EETFLOl1J MODEL I1�aF'UT It•dFGRMATIOhd<:�;:��;•::: - ------------------------------------------------------------ CONSTArdT STREET GRADE ( FEET/FEET ) _ . � �45� �� ��? CONSTANT STREET FLOW ( ��FS ) = 5 . �i � AI�ERAGE STREETFLOW FR I CT I ON FACTGR ( t'IANN I �dG )_ .�� 1��?i !i � COI`1STAhJT SYMMETR I CAL STREET HALF—UJ I DTH ( FEET i= _�• , c ic� COfJSTAf�1T S`{MMETR I CAL STREET rF:QSSFALL ( DEC I MAL i= . c�'��_�i �� �� � rn� SYMMETR I C��L CUF�E-� HE I GTH ( FEET )_ , �c i - CO�J� TANT S1'MMETR I CAL GUTTER—W I DTH ( FEET )_ �, i�i � CONSTANT SYMMETRIrqL GUTTER—LIF(FEET? _ .��=1�� CONSTAhdT SYMMETR I CAL GUTTER—H I 1�::E ( FEET )_ ._ 1 �5� �� � � FLOW AS�UMED TO FILL STREET ON ONE SIDE, AhaU THEN 5F'LIT� � --------------------------------=----------- STREETFLOW MQDEL RESULTS: ---------------------------------------------------------------------- STREET FLOWDEF'TH(FEET? _ .�� HALFSTREET FLOODWIDTH(FEET) _ �.57 AVERAGE FLOW VELOCITI'(FEET/SEC.) = 4.b4 F'RODUCT QF DEF'TH°<VELOCITY = 1.47 ��f�����:��DESCF:IF'TION �F RESULTS��:��x�:�:�:�����:�:��-:�:�:�-�-��:���}�-���:��-��-;�-������:���� � 1= ROM L 1 Tu L2 ;� � � � * � �?E �?F �3f� �3f �1E -!F �?(� � �k �!f� �3f� dE �3f- �E � �3E �F �1f� 9E df� �3h �3f� -� �3(� if- jl- �3f� �3�F if� �iE� �?f� �F �3E # �3E �3f� # ?f� � �F �3E dF -lf� �F iF �3E� �3f� -?F aF �3t� iE :4 �E -!f� �(- :4# �(- tiE * ?t �3F :� �3E # -?F;d� ?(- 4 :w �?(- 4 * ?F :�E # d(- -k iE -iF iE # �3F �fE �(- �3E �E # �3E -3F �34� -lf� # �E dE �3(� # # �F 9E # * # # # -3E �3k # -3E # -3E �6 d(- � �F �F # �?f� �(- iF �3f� -�• �3f• �?(- -36 �?E # # -)f- -3i� aE # �?F �E # # -!E �(- �lE dF aE aF if- :4 �?4� iF # �iE- # :�(� �?(� -)F -i(- '>?:��:>STREETFLOW MODEL INF•UT INFOF:MATION�::<;��: ---------------------------------------------------------------------------- AVERA�E STREETFLOW FR I CT I ON FACTOR ( MA�a�a I NG )_ .�� 15� �C�� � , CONSTANT SYMMETRICAL.ST�;EET HALF—WIDTH(FEET) = 18.���� CONSTAh�IT SYMMETF; I CAL STf;EET CFOSSFALL ( DEC I MAL )_ . t_��� �t:)i �c i I r CONSTANT SYMMETRICAL CUF;B HEIGTH(FEET) _ .50 / CONSTAh1T SYMMETF I CAL GUTTER—W I DTH ( FEET )_ �, c ic_i CONSTA�IT SYMMETF; I CAL GUTTER—L I F' ( FEET )_ . c_�� 125 � CONSTAPJT SYMMETF; I CAL GUTTER—H I f��:E ( FEET )_ . 1�5c_ic"� FLOW ASSUMED TO F I LL STF;EE"� ON ONE S I DE, AND THEN SF'L I TS — ----------- � STREETFLQtJ MODEL RESULTS: ---------------------------------------------------------------------------- �TF;EET FLOWDEF'TH (FEET) _ , 45 HALFSTF'EET FLOODL�l I DTH ( FEET )= 1 cS . 5� � AVERArE FLOW VELOCITI'(FEET/SEC.) = 4.7U F'RO���JCT OF DEF'TH?�UELOC I TY = ^. 1�� �� OF RES�JL'f8#�:��-?f-��-:�:�-��ae�:�-�-�-��f�-�-:�-:�-�:�-x-��-��-:�x:x-�-�- � FRQM L_ Tn L4 � � :� :4 � t k f -4 �. ?f� 4 -iF } a'r 4 -:4# .?f- :# �F :4 :� :4 � �t :4 �?f� # -k � � - !F :4 :� :!- if- �{- 'f. � # �' -?f. ?!. # 4 - ?f� ?f� :4# �if- - ?F af- -?(- �f- [- a( ;Y. ;. -�r. � x- x..{..{ ;:� � ::� :�E - �f� :�- � # - ?E y'r ::- « � } � � Y k=r#�-k��-iF��# k#?i• :��##�r#-k�-K4�4�E� k=��aF-iF :t-�=4�yEyF-?�x.;E�• :# :# !� :d- i :r=#� ;: - f.�s--:.«}::.�. . . :>;�STF;EETFLOW Mi�UEL IhdF'UT IhdFOF;MATIl7hJ•::��::-�::•=:: ---------------------------------------------------------------------------- � C01'�dSTHP�JT STREET rRAL�E ( FEET/FEET i= . c_i?4c ic icj CONSTAhdT �TF:EET FLOW ( CFS )_ �4. 4�> A'JEF,Ai�F_ STREETFLQW FR I CT I Oh! F ACTOR ( h1ANN I �JG ?_ .�! 1��!� ic_; COPd�TANT S'�(MMETF I CAL STREET HALF—W I DTH ( FEET )= 1�.�_�! � � COhJSThNT S't'h1h1ET�;�I CAL STF;EET CF;O�SFALL ( DEC I MAL )_ . c_��i �i;c:;i � CGt•dSTAP�T SYM(`tETF:I CAL CUF�B HE I GTH ( FEET )_ .�i � COPI�THN'r SYMh1�TRIC�L GUTTEF:—I�JIDTH (FEET? _ ^. c_?ci " CQhdS7APJ'I" SYMP�1ETR I GAL GUTTEF;—L I F' ( FEET )_ .�:�� 125 C0�1:�TAPJT S`t'MMET� I CAL i3UTTER—H I f�::E ( FEET )_ . 1�S� �� � FLOW AS��iJ� 1ED TQ F I LL STREET Ot�l Oh•1E S I DE . APJL� THE�•1 �F•L I T� ��#STREETFL04�J SF'LITS OVER STF;EET—CROW�J�:��- FULL- DEF'TH ( FEET? _ . 48 FLOODUJ I UTH � FEET )= 18. ��C� FiJL�L HhLF—�TREET VELOC I TY ( FEET/SEC, ?= 5. .� 1 SPL I T L?EF'TH ( FEET )_ .�b SF'L I T FLOODW I L�TH ( FEET )= 1�. �� SFLIT VELQCITY(FEET/SEr,} _ .?,gg .. ---------- STREETFI_OW MODEL F;ESULTS: ---------------------------------------------------------------------------- STREET FLOWDEF'TH(FEET) _ .48 HALF�TREET FLOO��W I DTH ( FEET )= 18 , c?� i A�'ERA�=E FLOW VELOCITY (FEET/SEi�. ) = 5..�:1 F�RODUGT OF DEF'TH'�VELOCITY = �.5= �� OF RES�J�TS-��-�:�-��:� FF;OMM l_`, T� � L6 � V�iF: I ABLE STF:EET FROM bb '"(0 S� �' � �- US�D 66 ' I hJ CALCULAT I QN FOF VEL�C I TY AND SF�L I T FLOW :� - ��aa����ac - ��:������-�-x��:�#�-�:x���x-�-��-��-�-��:����*�:��-��-x-�:�--����a�:���-�-:�:r-:u�:���-���:K-�-:����:��f�-x- ����� '��`y:r; STREETFLOW MODEL INF'UT INFOF;MATION�:=;<:.: ------------------------------------------------------------------------- AVERAGE STREETFLOW FF; I CT I ON FAC70F; ( MANN I NG ?= . O 15i �cjc:� CONSTANT SYMMETfiICAL STREET HALF _ ^�.cici COhJSTANT SYMMETF� I CAL STREET CROSSFALL ( DEC I MAL )_�. i�: i�c ic ic i 1� CONSTANT SYMMETRICAL CUF;B HEIGTH(FEET) _ .67 � / CON�TANT SYMMETRICAL 6UTTER—WIDTH(FEET) = �.ii�_� CONSTaNT SYMMETRICAL GUTTER—LIF'(FEET) _ .���125 COfJSTAI`JT SYMMETF I CAL GUTTEF.—H I f�:E ( FEET )_ .' 1?�c ;i ; FLOW ASSUMED TO FILL STREET ON ONE SIDE, ANU THEt� SF'LITS ~ �*�STF:EETFLOli1 SF'L I TS OVER STREET—CF;OWN:��-� FIJLL DEF'TH ( FEET ) _ . 56 FLOODUJ I DTH ( FEET ) _ '�2. <ii � FULL HALF—STF'EET �'ELOCITY (FEET/SEC. ) _ �', =}-- SF'L I T DEF'TH ( FEET )_ . JJ SF'L I T FLOODW I DTH ( FEET )_ �' 1. b�' SF'L I T �'ELOC I T't' ( FEET /SEC .) _ _.� 8 -------------------------------------- STF:EETFLOW MODEL fiESULTS: -------------------------------------------------------- STF:EET FLuI=JUEF�TH iFEET) _ . 5b HALF�TREET.FLuODWIDTH(FEET) _ �2.i�ii AVERA�E FLObJ �.'ELuCIT`f (FEETiSEC. > _ '. 4= F'F;ODU��T GF DEF�TH°:VEL� �CITY - i; qi ` , � � . �1� C°3- y _��___________�__�________ _____________��___�S_�_�_______________________ _ _._ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ HYL?RAUL I C ELEMEhaTS — I F�RQ��F�AM PACf::A��E (C) Co�yright 19Q�,198r• Advanced Enqineeri.nc, �nfi�warP CAES7 ES�+eClall .preoared for: COMML��JITti' Efi�IGINEEF;ING SEF;'�ICES, It�1C, Advanced En��ineer Sottwar'e CAE� . . . . . . . . . . . . . . . . . . . . V SERIAL h�do. IC�U956 VER. �. ?r RELEASE� DATE: 2!2�?/gb - if - :� - �� - ;� - �c - 4��7t - D�SCF;IF'TION OF RESULT�:��������-:t-�-;��-�-���-�.:��-�����:t-�-�x��������.f�-��-���-�� �- THFiOUGH r=iREA L i . -� � � .. � -u;r.-{.}:4f :f�f# :Y-��-k :�F�i-�Fi(-�iE##-?E��E :{--!E-?F :t�?Fa(-�-?E :4-7E-?(-�#�e�-�-k :#�?4� :�F-?E�- -?F ?(- � =4 :t x. � .a- :u- �3F -i(- -?(-?f- ?F # i(- ?(- : k a!- aF # � ;�. x yF..}4. ; Y-.x. ar- ac x. ?f� # :x :t :t ?4� �- # � Y� -!f� �?f �?f� # -?r �- � ?E- �?F x- :: ;r. -?F ?E ?E -?E : K �E �' aF.t..s. -x..0 .�. # .?!- # -?E -?�- :!- i!- # -'f� �iE ..::>::��STF:EETFLOW MODCL I NF'UT I P�IFOF;MAT I OP�I��:: ��: •c: �;: -----------------------------------=----------------------------------------- CCI`dSTAPdT STREET GRADE ( FEET / FEET ) _ . � ����_�i �c i CO�JSTAh�T STREET FLOW ( CFS )_ �?. 4� � A'v [�F;�t�E STF:EETFLOW FR I CT I Qf�a FACTOR ( MANhd I NG )_ .�� 15� �� �� � C�hdSTAhdT SYMMETF I CAL STFEET HALF—W I DTH ( FEET )_ =�, c_ic i COhJSTHf�1T SYMMETF I CAL STREET CROSSFALL ( DEC I MAL )_ .����:�� �� ��? CO�JSTANT S`fMMETF; I CAL CUFiB HE I GTH ( FEET )_ , 5<.� � GQhdSTA�dT SYMMETR I CAL GUTTER—W I DTH ( FEET )_ �.��� � -- C 0 1` JS TA N T S Y M M E T R I C A L G U T T E R— L I F' ( F E E T )_ .� i�. 125 CONSTANT SYMMETRICAL GUTTER—HIk::E(FEE7) _ .1�5��0 FLOW ASSUMED TO FILL STF:EET ON ONE SIDE. AND THEN SF�LITS STREETFLOW MODEL RESULTS: ------------------------------------------------------------------=--------- I`aOTE: STREETFLOW EXCEEDS TOF' OF CURE. i r-iH i IVtI�L 1 L 1- L.UW UI:L;Uh;S OUTS I DE UF THE STREET CHAi�1NEL. -•• THAT IS, ALL FLOIJ ALONG THE F'ARf::WAY, ETC.. IS NEGLECTED. STFEET FLOWDEF'TH(FEET> _ .S� HALFSTF:EET FLOODWIDTH (FEET) _ �G. �8 �'�� AVEF;AGE FLOt-J VELOCITY (FEET/SEC. ) = 5. ^6 � F'RODUCT QF DEF'TH°<VELOC I TY = 2. 74 �` �ff�� QF F:ES��LTS-���-�K-�-��-����-:�-����-:�a��.��-�.-�����-�-��-�x�����x-:��-�-�-:�-�-�- :� THROUGH AREA "� � T �`' � T :�- ?f� Y- :t �- -�F -?F -?f- :4 �- �ii- �',F af- -:4 :� tii� � -1E- 4 4 �3f- -3E -3E �3E af- ?E � �f- �3E ?(- -� -:# # ?4- -,'E a'r a(- �f- �?f� aE �f- -?F -3f� �3f- �?(- �?f� :�F -3f- aE :�- -Y- -?(- �! �3f� -?t- �- 4 4 4 �?(- �-?E :f �i- � k f � -X.- �F ?!- ��!- �i(- -?F +..+� �if� �iE -Y.� �?E �ii� �- -)(- �!- -7f� # af- -3E �c i� -iF � � �F :# iE- �3(- � -!E :t # yE -iE aF # � -iE �iE# y(- yE y(- aE 3F -ii� �ii- � =r' -;f -?F- �?f- �3E �?(- -?'r aE -!E -?F �3h =E �3F �F # # � -ii-'.(� -iE � � �- :# -Yr -�- �3E -lf� �3F �E :4- =:- :: 4 �r -+- . . :�•;�STREETFLOW MQDEL INF'UT INFO�;MATION�::::�-:: �` --------------------------------------------------------- COhJSTAhd7" �TF:CET GRADE ( FEET!FEET ) _ . � � 1 15� ��_! CONSTANT STRE FLOL�J ( CFS )= b.= i� AVEF�Ai�E STREETFL�7;a1 FR I i�T I QN FACTOR ( M��dN I NG ;_ . C� 1 ��:_�c ii � COf�I�TANT S'r Mh1ETR I C� ;L STREET Hr;LF—,l�J I DTH ( FEET i= �'� ,�;c i COhJ�TA�JT SYMMETR I CAL '= TF:EET CROSSFHL� ( DEC I M�L )_ . C?��?r=�r.j<; COt•aS SYMMETF: I CAL CUF'B HE I GTH ( FEET )_ . �i> r��h�IST�NT S`f� 1METR I CHL Gi_iTTER—W I �TH ( FEET! _ ^, i;i � rnhdSTANT SYMMETF� I r�,L GUTTER—L I F� ( FEET )_ . c_�? 1 �; ��O�J �TAhJT S`�MMETR I CAL GUTTEF:—H I��:E ( FEET )_ . 1�5c ii � FLQt=1 F�SS�J�IED TO F I LL ��TREET UPJ OfJE 5I DE ar�v THEN � F'L I TS -------------------------------------------- STF;EETFLOW MODEL F:ESULTS: � -------------------------------------------------------------------------- STREET FLOWDEF�TH FEET ) _ . ?9 HALFSTREET FLOODWIDTH(FEET) = 1=.;� : AVERAGE FLOW VELOC I T`r' ( FEET/SEC. )_ =. 1�? F'RODUCT QF DEF'TH°<VELOC I TY = 1. � 1 ��#��:�T�;� f=1F RES�JLTS # THRQUGH AREA L1� � � � � .. :� :u- �- � f �--x- � �- :� # �- � � -x- � # � :x� -� -� :� -:f �- � � � f � # :� :� x :� � -x--x--x- f � :� -r Y--� -� -�- � � � �- �- -x- � �c- :� .Y. �- � � :� :� -� �- :� � -� � � �.:f �..� ;� ;�:� :� �. :t aE :E -if� -# �'r :i• �3(- yi- iE- �iE �3E -3E -34� if� �3E -lF iF -3E -fF 4 # yF -3E �iE 4# :i- -� -iE -1F �f -iF # �3f� -� �E r� -iF �F -3� �E -?E �F -� -# -!F :4 yE :# # x -�F -K- yF'F -3E -ii� :i- :4 yi- -?F tiF :t �- -t t -ii� -iE yE 4 rt =(• -:t :4 -?E- :#- . `'�:��%STF;EETFLOW MODEL INF'UT INFORMATION�:: �::<:t; ------------------------------------------------------------------- CONSTAhdT STFtEET 6F;AGE ( FEET/FEET )_ , c i47i �c ic:� CONSTANT STREET FLOW(CF5) = 6.6�� AVERAvE STREETFLOW FF I CT I Ohd FACTOR ( MANN I NG i= .�� 15� �� ic i CO�dSTANT SYMMETRICAL STREET HALF _ ?�..i��� COPJSTaNT SYMM�TR I CAL �TREET CROSSFALL ( DEC I MAL )_ , i��C�Oi �� � CQI'JSTANT SYMMETFICAL CURB HEIGTH(FEET) _ .5c; CONSTANT SYMMETRICAL GUTTER—WIDTH(FEET) _ �.i��? � COh�iSTANT SYMMETR I CAL GUTTER—L I F' ( FEET )_ . c'�� 125 �— COrJSTAI`JT SYMMETF:I CAL GUTTEF;—H I t�:E ( FEET )_ . 125�:�c"! FL06J ASSU�IED TO F I LL STF:EET Oh�J Oh�E S I DE, AI`dD THEN SF'L I TS ---------------------------------------- . STF;EETFLOW MODEL F;ESULTS: ----------------------------------------------------------------------- STREET FLOWDEF'TH ( FEET ) _ . ::;:� HALFSTREET FLOODWIDTH(FEET) = 1U.91 AVERAGE FLOW VELOCITY(FEE7/SEC.) = 4.94 F'�;ODUCT f1� nFPTUo,v�� nr r Tv — , �� � �., . .. :��������-��DESCFIF'TION OF RESULTS�:�:�-��-�-���-�-�-��-��-�-�����-����-�:����-x-�-�-�-��-�-#�-��-�c--�� -� THROUGH AF:EA L 1' � � ���r � { �� -?� � ac- � � -x-,x- * �- �--x� � -� :� � -x� �x- -� :�• � -� -x� �- f � � -n- � :r- x- * -x- � �- f �• �!- �- � � � -x- �--�- �--x- �c--x- � �- �- �- �- � �x-� -x- � �--x- � -�- �- -x- �- �;�- -� �- �- � -� -x- � . -�- -..:>'>STREETFLOW MODEL I NF'UT I NFORMAT I QN �:: ��:: •�:: ��:: ----------------------------------------------- CO�dSTANT STF:EET r,�ADE (FEET/FEET) _ . C�118���� CQhdSTANT STREET FLOW ( CFS )= b. �� � Al•'ERAGE STREETFLQW FF; I CT I ON FACTOR ( MANN I NG ?_ .<� 1 Jrji �c i i�ONSTANT S`f MMETR I CAL STf�EET HALF-W I DTH ( FEET )_ _ �, i�� � CONSTANT SYMMETF. I CAL STREET CROSSFALL ( DEC I MAL )_ . i�?� ii �� >�; CONSTANT SYMMETF'ICAL CUR� HEIGTH(FEET) _ .�i� C01'dSTHPJT SYh1MCTR I CAL GUTT�R—W I DTH ( FEET.) = 2, c;c i CONSTANT SYMMETR I CAL GUTTER—C. I F' ( FEET )_ . i�.? 1^� CGhJSTANT Sl'MM�TR I rq� r,iJTTER—H I F�::E ( FEET> _ . 1 � �� �� i FLOW AS��! �r1ED TD F I LL STREET OP� O�dE � I UE , AND THEha �F'L I T�� ------------------------------------- STF.:EETFLGIJ MODEL RESULI"S: - ----------------------------------------------------------- �TF:EET FLOI�JL�EF'TH ( FEET ) _ . = 9 , H�ILFSTREET FLOODWiDTH(FEET> = 1�.7� AVEF::AGE FLOW VFLOCIT�' (FEET: SEC. )_ ?, 1�� FRODU��T QF DEF'TH°<VELOC I TY = 1.� 1 �'r � �' x- -'E' �` # a!"'!' # D E'o C F: I F' T I 0 N 0 F F; E � U L T'o -�(- � � -i(- �F -<--x- :k -�- :�- � -1- �- :;- # a!- -?E-?f rt �- :<- �r -x r ;:..i�- :�i- -t -r :+i- :k- :�--?i� :� � �- - -�r-.a. �-;� - .s. y : ^* T ;OUr,H AREr� L i 7 � � � , * - t :���(-aE:4�!-:#-3i-!f��-}F# ' ?f��:4-iE�?(--�F-?F#?f�?E-��3E��!E-?E-�!-i�'f.-�?f�?f�-3EyE:4-?!-��?E-lE-k:f�!--?E:4�if#�?E-af-:4�-i-j..-:#{;t#;�c.�.a(-�?F-?h:ry(--iF?F?F-?Fy(-:Y�:r�-?i-�: :�- iF -if� �iF -if� aE � � �- -?E -?F -?E � # -?E iE aE �F " �E -7f• ;Y- ar. .:. -lF :E �3E �3(� � �?f- -,Y� -:�• � -?f- # =r -iE -k- -?f� -3(- :t -k• 7- -f� -li� -iF �f- " t. -3i- # �f- -ii- -3l- -k -?f- -iE �- iF yi- :r :�E- 4 -�E # +� -.- -3f- -ii- -# -:{• rt �. -{. -�c . . ?:���TREETFLOW r•10DEL 'UT INFOF:MATIOha•�::��::�::��:: ------ ------------------ ------------------------------- C�fJSTi=;NT STREET i3RADE ( F - i FEET; _ , i � : ; i �� �� � i�rhJSTANT STREET FLOtJ (CFS? — 6. 2i� AVEFACE �TFEETFLOW FR I CT I ON F_ O• MANN I I`JG ) _ , c i 1 �c ic �i � � CO�1STAhJT S`i MM�TR I CAL STREEI� AL DTH ( FEET )= 18, c:i�'� COhJSTAhJT SYMMETR I CAL STFiE 1�� . �SSFAL DEC I I`1HL )_ , c i�t;�;i �i � . CQhJSTaNT SYMMETR I CAL CU b ! GTH ( FEE )' . 5� � CON�TANT SYMMETRICAL ��' '—WIDTH(FEET? _ , ^,C�i� CO��STAN"1' SYMMETR I CAL G TER—L I F' ( FEET ?_ , i�.� ^� CONST.�h�T SYMMETF:ICAL �UTTER—HIf�::E(FEET? _ . 1�5�i�_ FLOIJ ASSI_IMED TO FI STF�EET ON ONE SIZ�E, AND THEN S� T5 -------------------------=---------------- �TREE7FLOW r10D F;ES�JLTS: --------------------------------- STRE�7 FL DEF'TH (FEET) _ . 41 HALFSTR T FLOODWIDTH(FEETi = 14.��� _ AVERAi�' FLOW VELOCITY(FEET/SEC.) _ �.76 � F'RO JCT OF DEF'TH°<VELOC I TY = 1. 1 � �''����� OF RESULTS*���-**�*-����:��-�-�:��:��#�����-����:�.� � THROUGH AREA L19 � � # � :u� YJL'LYY.]c_ft�_ �c u v v v v v v .. .. .. .. .. .. .. .. .. .. .. .. .. _. _ . ___________________________________________ ________HYDfiAULIC_ELEr_1EhdTS___I__F�ROG�AM F�Arf:A�E !�� --------- -------------------------------------- . . . . . . . . . . . . . `:;:• :: ..t. . . . . . . . . . . . •. ,. � . . . ? �4 f . � . . . . . . . � ♦ 1� . . . r . .�} r . . . . . � . . r . . i . . . . . . . . . . . . . . (C) Cooyright 19�2,1986 Adva.nced Enuineerino ��_�ttware CAES] v Especiallv prepared fior: COMM��N I TY ENG I hJEER I NG SER�:' I �E� , I �1C . ..... ................. '<'.. .:':............._.,,.............. ------------------------------------------------- A��van�=e�� Enuineer �oftw�r CNES7 : . . . . � . . . . . . . . . . . . . . SERIAL 'f1�_�. Ii;ciqJ� `,'ER. _. =G F;ELEASE DATE: �!��c:?1�,� rt;� �iF F:E�ULT�;:._,�.:-x-•-��--n--;�:���-f-�.��,��-�:�-:t;t;,-�::�-��-;:-�-�rt�...���ac-:.-x--r-=•:-�=:- � THROUGHT AF:EA Lib (rnhJC. "���� UITrH? D��.,�/P_ ;"."`=•��`� � _ � } ;t � -?f. x. x- � ?!- :# �- -:t� -,f# x- �?E yE # :r- � :{- :# �E- :�i� 4 �7f ;- �(- :E 'f. :k- � :!- -t_ .34- yi- #- �E �# -iE y(- tii- �(- � � [- ?i- :{- -?i� yE -}(-?E -iE- ?E -ii- � �- �(- -?!- -?E # �Y- � -k- :t- :'<.- ?i- t- �i- � s. y .a- }. _;- �. �- + =:- � -s. .� . -,c , a� x. at- �- � � -Y.- �?(- -k �'r :#� �E ? 4 :�(- af- �F �!f- �F :. �F -� .: �F -3f- �iE �f- 4 :. -�- -?F'14- af- �E .: .. . . aF .. iF aE -?�F -?r -?F . . — �?E -?(- -?E �?!- ?'r -3f # x x- �. .}. ; k *. x. x- a;..Jc. x .x. ; Y. ;�. s. ic ; u � yc. � .x ; s :F ; s- x- � :- -s. .:�>::> GHHNtdEL I �lF'UT I NFOF.MAT I QN��:: ��: ��:: ��:: ------------------------------------------------------------ LHAN�IEL Z (HORIZOhdTAL/�'ERTICAL) = 1 . �_��:� � F�ASEIiJ I DTH ( FEET )_ , i�c i COi�1STANT CHANNEL SLOF'E (FEET!FEETi = . 17T�!ic_? UPdIFOF;M rLOW (CFS) = b, =c_� �hNh�! I hdG� FR I CT I Oh�l FACTi�R = . C! 1.'� � ------------------------------------ h10RMAL—r�EF'TH FLOW I hdFi�F:MHT I��f•! : ------------------------------------------------------------------- . . . . ::� hdi �F:t�1AL DEF'TH ( FEET ) _ . ,:� 1 •- FLi�l�l TuF'— l�J I DTH ( FEET i= 1. �� . FLOI�J AREA ( SOtJARE FEET ) _ , �? HYDF;AUL I C DEF'TH ( FEET )_ .:'i? . FLOW AVEF:aGE �r'ELOC I TY ( FEET1 SEC .? = 17 .� i 1 UN I FORM FROUDE NUMEiEF: = 5. 4.='c F'F;ES�URE + MOMENTUM ( F'QUrJDS i= '� 1'� .�.� �VERHGED VELOCITY HEAD(FEET? = 4.4�'� SF'ECIFIC EI`dERGI' (FEET) = 5. 1�:�� ----------------------------------- CF:ITICAL—DEF'TH FLOW INFORMATIQN: ------------------------------------------------------------------ CR I T I CAL FLOW TOF'—W I DTH ( FEET )_ �. 4� i - i�F: I T I CAL FLOW AFEA ( SOUARE FEET )= i. 44 CF;ITI��AL FLOW HYDRAULIC L�EF'TH (FEET? _ . 6�:� CFITICAL FLOIJ AVERAGE VELQCITYtFEET:SEC.) = 4.39 CR I T I CAL DEF'TH ( FEET )= 1.��� CF; I T I CAL FLOW F'RESSURE + MOMENTUM ( F'OUNDS )= 89 .�5 A�'ERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .�S? CF:ITICAL FLOW SFECIFIC ENERGY(FEET) = 1.?97 �**��*�**�DESCRIF'TION OF. RESULTS**���#��#�������#�#����#�����������#�#*#��-��� �* THROUGH AREA L17 � � * � � � � � -x- � � :�i- :x- :�- � � # � :� :x� ac--x- � ac- �x- �- � �x- � �--x- � :�-� � :� :� -� :� # � �- �- � �- �- � �--x- :� �- �x- � � � � �- �- :Y--� �x--� �- :� � � -� � -f;<- �- � � :t- :� :� -� � -� :,- �- -�- �- � �t , r- , r # -lE # dE -)f- yE �3F �3E �?f� � # � -)(- -lE -3E it � �3f� :�E -Y.- -� �E- -if- -!f� �3F -!E� -iE -iE iE �i(- �!F �(-?E �F -if- �lE.iE -)E- �(- �(- -iE � :t af- �3f� �?E �E yE- -if# # -3E �F -iE iE � -� =f 4 -3f- # 7F ?� � �3F ?!- -iE -ii- # y- -Y- -ti� +: :-:'>:��STF:EETFLOW I�tODEL INF•UT INFORMATIOTI�::::�::�': _ ----------------------------------------------------------------- ` CONSTfl�JT STF'EET GF'ADE ( FEET/FEET )_ .� icjq� i� ii! COP�dSTANT STF;EET FLOW ( CFS )= 7, 4c_� A�'EF:A�E STREETFLOId FR I CT I �PJ FACTQR ( MANN I NG )_ . c_� 15r�c ii � C�JfJSTAP•!T S`rMMETF; I CAL �TREET HALF—W I DTH ( FEET )= 18, i�i; C�h1STAIVT SYMMETR I CAL STF:EET CROSSFALL ( DEG I MAL )_ , c_i�� ic ir_�c_� COhJSTANT S`�MMETR I CAL CURE� HE I GTH i FEET )_ . 5�:� COhJSTAi•JT �YMMETRIi�AL i�UTTEF;—l�lIDTH �FEET? _ �. C��_� CO��dSTAP�lT S`,'M�1ETr: I CAL GUTTER—L I F' ( FEET )_ . C;.' 1 �5 COh�J:�TAPJT SYMMETR I CAL G�JTTER—H I k::E ( FEET ?_ . 1� ��?� � FLOW AS�L��•tED. TG F I LL STREET 0��1 QNE ti I DE, F;h�dU THEI`d ��r'L I TS ----______ ------------------------------ ��TF;EETFLi :W MODEL F.'E�L�LTS: ---------------------------------------------------------------- �TR�ET FLOt=1DEF'TH ( FEET? = . �F �'. � H�LrSTREET FLOODt�1ILTHiFEETi = 15.5C� � tiVEF:H�� FLOW V�LnCITY (FEETl��EC. i= 2. 9�i r'RuDUL;T OF L�EF'TH?�'•:'ELi�C I T1' = 1. �4 :+ OF F'E�iJLT��-����-�--x.�-..�1�-�-��-�:r-,�-�.�.:���.:��.�..� �- THROUGH ;=;F;EH L 19 � � . # � :� 4 :y- � :# # � ?F � # ?E� :E :r �- :!� � ?�. x- -h. } {. y(- :# t :�(- :� �! �?(-?f- ar- .t. s. � .�c f _:..�- � � �- s :s. -:. �- - i - �ic �- :r �?F : iE a. :r af- x ac. at. af. -k } .:F ;f..;# x. �- :F :; x. s..r- x : L- :t �� r :r �- �- .� -k• �iE 4 -i(- �E ?r- -iE 4 :# :f :t �# �F �if- � �f- -)(- �3E # :t ?f� � :E :4 # �E � �F :4 -?F -iE :# �3i- # � -4 -if- �E :4 yE- -?!- -k ;#- -(- 4 �f- 4 :E :# � f :f ?(� 4 if- � -?F � -3f� :i-'F -�- �E �!- rt �iE -'r. -x :t� =� ». =: ;. ..::�;`�STREETFLOPI MODEL I NF'UT I NFORr1AT I Oh!<:: ��:: ��:: =:: _ ------------------------------------------------------------------------ COh�STAhdT STREET GRADE (FEETlFEcT) _ . �?��}c_�c�r� C�Pd�TF;��1T STREET FLOt=J (CFSi = ?�. �C! A'�-�RA��E =TF:EETFLOI�J FRICTI�Pa FACT��; (MAh�dhJING? _ . ��15��ci�� c� ra STAhJT S�f M�1ETF; I CAL STREET HALF—W I DTH ( FEET )= 1 S, i�i � COf�d.STh�lT :3YMMETR I CAL STREET CROS�FALL ( DEC I �1AL )_ , c i��c ii:?i_?i � CDhJ� TA�•1T SYMMETF: I CAL CUF;F� HE I GTH i FEET )_ ".� c i C01`JSTHh�dT S'7'MMETR I Ci ;L GUTTER—l�J I DTH ( FEET_i = 2.�;i � � COP•JSTAP•JT S`i MMETF; I CAL GUTTEF;—L I F' ! FEET )._ . c_�� 1^5 CONSTANT S`tMMETF: I CAL GUTTcR—H I'r::E ( FEET )._ . 1 �5�_�c=� FLOW ASSUMED TO F I LL STF:EET ON G�d� S I DE, AhJ�� THEhJ ��F'L I TS --_ ---------------------------------- �TF:EETFLOIJ MODEL F;ESULTS: ---------------------------------------------------------------------------- STREET FLQWDEF'TH(FEET?.= .4? HALFSTF;EET FLC�ODI�J I DTH t FEET )= 17. �� � A�ERHGE FLl7W VELOCIT't' (FEET�'SEC. i= �'. i�i PRODUCT GF DEF'TH°�VELOC I TY = =, 2; :e�:� OF RES�JLTS ' �- THROUGH AREA L2� � �. -x� } �- � ���-���-����#�#��-�:��*�-�#:��#����-���:���-�-�:��-��-���-��-��-�-:�##-��-##���-�-�#:��-�*���-��-���- �� ----------------------`�---- ---------------------------- CONSTANT STREET GF:A�iE (FEET/FEET) _ , c_i^^cicici CONSTANT STREET FLOW(CFS) _ �4.50 2 � AVERAGE STREETFLOW FF; I CT I ON FACTOR ( h1ANN I NG )_ , c:� 15i �c_�i � CONSTANT SYMMETR I CAL STF;EET HALF—W I DTH ( FEET )_ �'� , i�i � _ C01`dS7AhJT SYMMETR I CAL STREET CF:OSSFALL ( DEC I MAL )_ , i��c_�c ?i;i � COh�STAN7 SYMh1ETR I CAL CURE� HE I GTH ( FEET )_ .;i � C01'dSTFiNT SYh1METR I CAL GUTTER—W I DTH ( FEET >_ ^, c ic_� � CC SYMMET�; I CAL GUTTER I F' ( FEET )_ . i�� i�� COt•7STAh�T SYMMETR I CAL GUTTER—H I f::E ( FEET )_ . 1?;c_�c i FLOW A�SUh1ED TO F I LL STREET OP�I Oh�E S I DE , Ah�D THEhd SF'L I TS ______________________________________________________ �TREETFLOI�J h10DEL F;ESULT�: --------------------------------------------- NOTE: STF;EETFLOW EXCECDS 1 OF CUF:P. 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VER. �. =G F;ELEA�E DATE: �%2��!�� ����� OF �:ESULTS� •' FRQM AF:E� L7 TO AREA L° t � � � � �?E -� � -?E :# ?E -3(- 4 t 4 �i(- -lE -i(- �iE -7E -iF �iF # a'r �iF # -)F �3E� -3E :f -if� -!F -?F �?f� y!- �i(� :# yE -ii� � [- � -?F :4 aF � -iE r� ti(- �t # -74� -�F � �- � k� :e- y(- -lE :�(- �ii- � -!E- yE ?i k -)(- �(- �ii� -!E -� # � � �4- �ii- �- ac :- ;!- �E yf- :k yF �(- -iF # s -7f..x �t- � ;:..s. -;r� aF :�i- �(- f �?(- -?(- :� :4 � # �F -?E �3(- -:f � ?E t -4 aF ;�l-.x. x .�. y:.; x. ; c s �. .:. ;:. ac x ; s..�-:c ;E x ; �..y�. ; ti- ;i..s..:r- ;�f- x- x. ac. } :t -?f..'r' ' .} x. ; Y- �. y: ::-.:. ..:'�:>STF;EETFLGW MODEL I NF'UT I P�lFORh1AT I OP�I��; �=:: �:; �::: -------------------------------------------------------------------------- CONST�hJT �TF:EET 6RADE (FEET/FEET) _ , �>4Si��!�a CONST�PdT STREET FLOW ( CFS )_ =. 4r:� A'•JEF:AGE STF:EETFLOW FR I CT I OPd FAr'TOR ( MAfJN I �1G )_ . i� 1 5i ?t:�i � CO�dSTAh�JT SYMMETR I CAL STREEI' HALF—U1 I DTH ( FEET ?_ ?� , i�� i COh�STANT SYMMETR I CAL �TREET GROS�FALL ( DEC I MAL ) _ , i �?i �i �i �i? ' . COPJSTANT S>r'h1METR I CAL CUFE� HE I �TH ( FEET i _ , 5c:� COhJSTAh�T �YMMETR I CAL GUTTEF;—W I DTH ( FEET )_ :. i�i � ' C�NSTANT S1'MMETR I CAL GUTTER—L I F' ( FEET )_ . C�.� 1�5 CONSTA�JT Sti'MMETR I CAL GI_�TTER—H I t�::E ( FEET )_ . 1 �ci ?i i FLOW ASSUMED TO F I LL STREET ON ONE S I DE . AI`dD THEi�1 �F'L I TS --------------------------------------- STREETFLOW MODEL RESULTS: ------------------------------------------------------------------------- �TREET FLOWUEF'TH ( FEET ) _ . '?� HALFSTfiEET FLOOPW I DTH ( FEET )= 8. ��9 AVERAr,E FL�7W VELOCIT�' (FEET/�EC. >= 4. �� F�ROL>LirT nF DEF�TH°<VELOC I TY = 1. 18 � �#�� OF FESULTS**{:��**�-�-�����:��-�-����:���-�-*a��-#���-�-�-�-���#��-��--� # FROM �REA L1 TO L� .� # # # �- 'IF'�'3E##-1F�a4�14�i{�i4Y-.14J4a{..14-Y.JLY..X.ILYYY]L]L.L..IL�LY�t�c�c�t�r. v v v v v .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. " '" '" "'" "'" '" _. .. .. .. .. . . .. . . .. _ .. .. .. .. .. .. •. .. .. •, •• •• •• „ •• .. • .. .. ., n n n n n n �v - n - n x - n � n 7� �c x - �t� �7t� - 7C .t 7t - lt - A - 7t '1t - R 7F lt 7t . ,. .. .. .. .. � n .. . .. .. .. .. . . . . .. . . .. . _ . 'fi '>?»STREETFLOW MODEL INF�UT INFORMATION��'�: �::•C --------------------------------------------------------------------------�-� CGNSTANT STREET GRADE (FEETi FEET) = . U�B��!�c_i COP•1STAPJT STF;EET FLOW ( CFS )= 8. 8� � AVERArE STREETFLOW FF I CT I 0�1 . FArTOR ( h1ANN I NG )_ .�� 15� �� �� � _ COhJ�TAP�T SYMMETRICAL STREET HALF—WIDTH (FEET) ._ ?c�. c"�i� CONSTArJT S�'MMETR I CA� STREET r�;OSSFaLL ( DEC I MAL )_ , c_� 17�_�� �0 CONST�-1N SYMMETR I CAL CURE� HE I GTH ( FEET )_ ,,�,� i - COP�15T�fJT SYMMETR I CAL GUTTEF;—W T DTH ( FEET )= 2, c�i � CDP•JSTAfJT Sl'MMETR I CAL GUTTER—L I F' ( FEET )_ . c'�:' 1�5 CONSI"ANT SYMI'9ETR I CAL GUTTER—H I F�::E ( FEET )_ . 1 �5� ic_i FLOUJ ASSLit•1ED TO F I LL STFEET Ot•d ONE S I DE, AND THEN SF'L I TS ----------------------------------- STR�ETFLOW MODEL RESULTS: ---------------------------------------------------------------------- STREET FLQI�JDEF'TH (FEET) _ .:'8 HHLFSTREET FLOODIJIDTH(FEET? = 14.�'4 . AVERA�3E FLOI�J I-ELQCITY,(FEET/SEC. )= 4, �? F�F:QDUCT OF PEF�TH?<UELOC I TY = 1.� 1 �* ��F F:E�ULTS:�� � FROM AF:EA L�: TO AF;EA L4 .� � .. � _:- • .. � # # :# 4 :k- f :� yE # � �i(- -iF �- # 4 -!F -k- �if- �?E �F �#- �!- yi- �F a(- f �!- -!F yF :f -3f� �4 ## �3(- # yF ?E �E -� 4 -iE �!- # aE :4 �3f-?� �?E � �3F � �- :4 �3f- -?F -!f� :� -�f- a(- �?E � :� -?F- s. # .aE y�- ?f- �. :- .x -c. �. � x- _« yt- r- } :4 :�- 4 -if# �c ;E 7(• # �3i- :i- :f :F X� # -i(� -�'�i -� �(- -if� � �?E� -k �E �3f� �3F 4 # -?E � -lE- -?E -iE yE- -!(� -Yf� �lf� -)- � -Y- -� -iE {� -?F ?E �?E� �- � -:f -!E �- -�- -:�- 4 ?(- -3!- -%� � :�(- -iE -!E �i(# y!- :4 � � :E �E -t� ;k -} =: -ii- ..:� :>STREETFLOW 1`10DEL I �JF'UT I NFOF:MAT I ON �:: •�:: •�:: •�:: _ ------------------------------------------------------------------------- COhJSTA�dT STREET GRADE (FEET: FEET> _ , i��4cji?c_� COhJSTANT STf;EET FLOW ( CF5 )= 1�, i i� . AVERAGE STFEETFLOW FR I CT I QN FACTOR ( MANhJ I NG ?_ , i� 1 S� �c i� i COI'JSTAI`JT SYMMETR I CAL STREET HALF-1�1I DTH ( FEET )= 22. c_��? CDP�lSTANT SYMMETR I CAL STREET GROSSFALL ( DEC I MHL? _ , c i�i �i �i �c i COhd�TAPdT SYMMETR I CAL CURB HE I GTH ( FEET )_ . 67 CONSTANT �1'M�'IETR I CAL GUTTER—W I DTH ( FEET )_ �, c ii � COh�STAhdT SYMMETR I CAL rl_�TTER—L I F' ( FEET? _ , c i.? i �°� COfdSTF�NT SYMMETF:I CAL GUTTER—H I F�::E ( FEET )_ . 1 �SC�� FLQI=! AS�UMED TO F I LL ST�;EET Qhd QNE S I DE , AND THEI`d i�F'L I T5 -------------------------------- STF:EETFLuW t10Z�EL RESULTS: --------------------------------------------------------------------------- �TF:EET FLO�JDEF'TH (FEETi = . 4b • HALFSTREET FLOODWIPTH(FEET) = 17.�1 AVERAGE FLOUJ �'ELOCITY(FEET/SEr.� __ 4,qq F'RQC�UCT OF DEF�7H°�VELOC I TY = 2. .= 1 :�f�;r#:�� L�F F:E�ULTS� # THF:OUGH AF;EA L6 , :�- �x- � * „?F �� ?F �� F :�f - : 4 ?F�:�F�ic -- !F�?F�?f��F#�k�F��� 3 f�f�?E;rt�iF�F�?t�F - !f�:�f?F:�! - �?ff� - �t�-?f�-iF:K-�?E?f�#:M�:�f���iF���?f�?f��4�?E-?f��#:�-;+(-f���� L.:� �E �iF -k :4 � -3E -ii- -iF �3i• -iE :4 -# 4 :Y--3t -)(- �}F �!• �?E -JE �3E �F �!E �(- :<� -x �E :�(- � � �E # � # -!4� 4 :4� :4'F � �E �?E �?E �!f� tir �{- �!(- �?!- �?F ?(- �3E -!F # -k �E dr �ii� �t -il- :f �3f� # �# �t -il- =ft �iE �iF # �3E �iE �iE �3i� � -� :l- ..::•'� STREETFLOW MODEL I NF'UT I NFORMAT I ON�`: :: •�:: •; ---------------------------------------------------------------------------- CONSTANT STREET GfiADE ( FEET/FEET )_ . c icjBc ic_�c_� CONSTANT STREET FLOW(CFS) _ �1.5�? A�'ERAGE STREETFLOW FF; I CT I ON FACTOR ( MANN I NG )_ ,�115qi �i, CON�TANT �YMM�T�� r roi CTC?��T uoi r_�.� T n-ru / CCCT \ _ z . ,.. , �.uiv.� i r-ii� i ;� f I'll'IC 1 h 1lrHL L,Ut-;Li F l� I H lh I) _ , 6 J CONSTANT SYMMETRICAL GUTTER—WIDTH(FEET) _ ^,c;i� CONSTANT SYMMETR I CAL. GUTTEF;—L I F' ( FEET )_ , c i� i�; CONSTANT SYMMETF; I CAL GUTTER—H I f:E ( FEET )_ . 1�SC�� � �� F L O W A S S U M E D T O F I L L S T R E ET ON ONE STDE, AND THEN SF'LIT� --------------------------------- STREETFLGW MODEL RESULTS: -------------.------------------------------------------------- STREET FLOWDEF'TH(FEET} _ .57 HALFSTREET FLOODWIDTH(FEET) _ ?9.64 � r AVEF:A�E FLOW VELOCITY(FEET/SEC.? _ =.19 FRODiJrT OF DEPTH°<VELOC I TY = i. S� - �-�f - ��� - :�x�-�DE�rFiIF'TIQhJ OF RESULT��:�f� �� � THROU�H AREA L9 :� � . � � . .. f�?i-:�i'r-�'r:xa!-.?E4 f� 4?f �-?E:(-4�-�.};t.Kx�cac�.;t�xx-;{:,c�.:rrt��._,�.�. =# -:f # - ?i� �- y- yF :# � :r =r �- � �i!# :E �- :# .=t -� aF :i- �if� :# -Y ?F -Y # � - ?i� :f �- =# -ii� � -E � � # :r -ii� �- 4 s - 3( - :E :i- :# yE - ?E -;E - ?i - - t - af �! i- } :k x- -ii� �- � # -iE yi- �t yc y(- :4 -�F .:. .:: �. :- .:. ::. . . ;� ::>STREETFLOW Mi�DEL I.NF'UT I t�FORI`tAT I OP1 �; �:: ��; ��:: --------------------------------------------------------------------------- COhdSTFihJT ST�iEET C�F;i-iDE (FEETi FEET? _ , ij�2�=ii;ii CQh•JST�=;��1T STREET FLQI�J�CFS) = 15.?�? AVERAGE �TF:EETFLOW FR I CT I i�hd FACTOR ( t1AhdN I �Jv i= .�? 15� ?C?�:� cor� STAPJT ��YM�IETR I G�L S7REET HHLF-1�1I UTH � FEET )_ =" �:?c_; i�l7fJST�NT SYt1METR I CAL STREET CRO���F�LL i L�E� I MAL? _ ,, c_��c ��_��_�c_� COPdSTA�JT SYMMETR I CAL CUF'B HE I GTH ( FEET )_ . 5c_� ��OP•JSTHhdT S`fMMETFICAL rUTTER—WIDTH (FEET) _ �, c_�i� COf�I�THNT �Yt1METF; I CAL GUTTEF;—L I F' ( FEET )_ , c:�:' 1�5 � C01`JSTANT SYMMETR I CAL GUTTER—H I F�:E ( FEET )_ . 1 �5� �{> FLOW A���UMED TQ F I LL STREET O�d Oh�E � I DE , A�lD THEh1 SF�L I TS ---- ----------------------------- � STF:EETFLUIJ MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEF'TH ( FEET') _ . 4? HALFSTREET FLQODUJIDTH(FEET) = 17.47 A�'EF:AGE FLOW �JELOC I TY ( FEET/SE��. ?= 4. � 1 F'ROL�UCT OF DEF'TH°��JELO�� I T`( _ �. 29 .. ����-}#�-�-�-�-DESCF:IF�TION OF RE�ULTS�+�f-�-��-��:�-�:�-�-���:�#�-���}���f�-:�-�#:�+-��t.f���-���:� * FROM AF:EA L11 TQ.AREA L1� - � . .. � .. � :f af- -?F �l- �?E � :�!� �?!- -!f� � -?E -}F � ?F -?E :�f- -iE i- :f :4 -?(- # :M� �!f� ?f ?E -?f� # � � =(- # � 4 �3F -if �?f- :4 �3(- 'c -Y- 4 } 4 4 -k� -k- 4 :� R- :E �E ?E i- � �- :i- :(# :E �F �:E -3t- 4 y'r tii� -?F :4 iF- if- ?(- :r t :E �'fc :t t ! iE�4-)f-�-?E-?f�?EaE-Y�a(-i-!E-i(-yE-�-?F:f-:E#�3E;i-yEih-k�i(-yE�3(-�aE-if�-iF�F#ycf-?E?f�-!E�-iEaf-�?E-)E-�F�?f�-�f;t-aF-��3f-�fE�3f��if#yE��'r�F�3E�?t�-?"r�E��f!�yEttiF;��.-?�.�-�t--:{..�.x.;:. ..::�;� STREETFLOW �tODEL I ��JF�Ul" I fJFOR�IAT I OhJ��:: ��:: <:: ��:: ------------------------------------------- ------------------------ � GQf�ISTAh�T STREET GF'ADE (FEET!FEET) _ , ���8�!c_��'� COPdSTANT STREET FLOW ( CFS )�= 4. 4� � AVERAr_,E STFEETFLOW FR I CT I ON FACTOR ( MANN I �1G >_ . c_i 15c_�c?i � Cpt�J�TAt•JT SYMMETRICAL STREET HALF _ =�.c_ici GONSTANT S`fMMEI"R I Ci=;L STF;EET i�ROS�F ALL ( DEC I MHL') _ . i�?� �! ic ii i CQNSTANT SYMMETF; I CAL CUF;E� HE I GTH ( FEET )_ . SG CONS7hNT SYMMETRICAL GUTTER—WIDTH(FEET) = 2.���� CONSTANT SYMMETRICAL GUTTEF—LIF'(FEET) _ .0�1�5 � � CO�dSTANT SYMMETR I CAL GUTTER—H I f::E ( FEET )_ . 125��� � FLOW ASSUMED 70 FILL STF;EET ON ONE SIDE. AND THEN SF'LITS ----�_�.����—^---^^_ _______________________________________________________ uir��c� �'LtJWLCt''If'tlf CC1/ _ .•_�� HALFSTREET FLOODWIDTH(FEET) = 9.��� � AVEFArE FLOW VELOCITY(FEET/SEC.) = 4.57 � F'F:ODUCT OF DEF'TH?•:VELOC I TY = 1.� 6 � OF F;ESULTS�-:�:��-#:����-�-��--�:�:�-�-�-�����-�--��-:�-:�.�:�.�.�;.:+#�:r-:��-ac-#�-+-x-�--� -� THROUGH AfiEA L 1 = �. .:+- 4 �. # �3i� �?F :# �'r �t �F � �F �F # �3(- -?F -?E -k� �E �(- �3(� �F �3E aF �3E �'�E �E f �?F ?4� �E a(--?F �3(- :i� ?E -?F �t- :e �3(- :� �3E �t :Y-?E �F �c �f- 4 :�- -?E -!E a(- �?E -)h -?F ?'r # :c -r- :# # �i(- �iF �F ?(- �'r :t �E 4 # :4- :t -ir yt- :i- yF # �.� :t -3r �e E �lf� ,�- # �if# � -3E- 4 -!4 :i� �i- :t yE -i(- -3E �E ?E -ii- �E � -lf� 4 -� �E -3E �(- � � �E y(- aE � -ii- � �3(� -lE -l(- -3i- �E iE -)(- �(- -)(- �E aE.-?f- y- yi- :Y- � -x- -iE �3i� 7� �r- �- -?i- �iE 4 yE :r -ic y(- �iE � -iE �iE- y(- -k -k yi- -� -�. :'��:���>:�STREETFLOI�J MODEL I�1F'UT INFORMATIOhJ�::�=::��::-:: ---------------------------------------------------------------------------- " COPd'oTAhaT STREET GRF;DE ( FEET/FEET ) _ . � � 1 18� �� � ��Of•1�•TAfdT STF:EET' FL01�1 i rFS )_ =. 7� � HVE�;AGE ST�;EETFLOI�t FR I CT I UN FACTOR ( MANN I �JG i= .�? l �c:�i �C! CG��ST'r`,P�JT SYMMETR I CAL STREET HALF—W I DTH ( FEET )_ = 2, i�c i COh��TyhJT �4 I��AL STF,EET CR�SSFALL ( DEC I MAL }_ . C�2!:�c=;i �c � CQP�ISTHt�dT SYMMETR I GAL CURR HE I uTH ( FEET )_ , 5� ? GOPJSTr=,I•JT SYMMETR I CAL GUTTC.R—W I DTH 1 FEET i= 2, c_�� i ' C��rd�•Tr1h1T SYMMETR I CAL �UTTEF;—L I F' i FEET ?_ . c_�� 1�S i�ur•1'� TAhlT SYMr•tETR I CAL GUTTER—H I f::E i FEET )_ . 1�5�::c_� FLOW Ar�S�J�•1EL� TU F I LL `�TREET QPJ QPdE S I DE, AfJD THEh�1 �:F'L I T�� ------------------------------ STF;EETFLQIJ �10DEL RES�JLTS: ------------------------------------------------------------------------- •_TF.EET FLOWDEF'TH (FEET7 = . _ _ HALF�TREET FLOODI�J I DTH i FEET )= 1�? . 91 _ Al,'ERAi=E FLOW VELOCIT4` (FEET/SEC. )_ �. 77 F�RQDi �CT OF DEF�TH°<VELOr I TY = , a.� � OF FESULTS�� ��'� . :t. } 7F _4. . x �- :4 � ?(- :t i� :!� :f ;: x. x. �{ .s. � =t -?E .?f. :« .f. .+f# � � s. s :r. :f # �?(- �E :s- } :t- � ?F :f .0 .s- �f. a(- - )r - ;K .:E �E �h - ?F - ?f � �4 i- u ac ; k .�. � x. �. x- :c �. :i. -?F } s- .« af - !F ?� # # -:t� �- :►:- -)(- �r- � :i- -� :d :'f - t' 1 �- :f �f' :� :f � �?f� :t � �-'iF � � Yf �f :�f -)f -3F �(- af- a(- -� -)f -�f�'# jf' 7�• 7f- 7f - )t :K �E �?F af' �1f� jf -�f� tif� � aF- . tit �t at �?E =E :Y :F - 1f - �' =!- 7f' �'�-T � -K'� - )t - '�f'�f"/f' -� jf"3t' �R' �- Yt �• :i� ..::•:�•STF;EETFLOI�J MODEL I NF'�JT I NFORh'IA"� I ON �:: <:: •-:: <:: ----------------------------------------- ---------------------------------- COh�JSTANT STREET GF;ADE (FEETi FEET? _ , ir=��i�c:��, COt•1STA�JT STF;EET FLQW ( CFS )= 4. �� A�'ERN STn'EETFLOI=J FF: I CT I ON FAr � R( MANN I hJG )_ , c_i 15� �� �C? COfdST�=;f�J �`rr1METR I CAL STREET F—W I DTH ( FEET ?_ �i �, i�i � ' CON'�TA�JT SY — TR I CAL �TREET CR05SFALL ( DEC I MAL )_ . c_i?� ii �c ii � COPdSTAPJT SYMM - '•ZCAL CUF HE I GTH ( FEET )_ . 56 COhdST�NT SYMMETF:I �` _ G� TEF:—W I DTH ( FEET )_ �, i?i � �O�JSTAPJ SYMMETR I CAL � �TTER—L I F' ( FEET )_ .��� 1�5 CONSTHf�dT SYMMETR I GU �;—H I F��:E ( FEET )_ . 125� ?� ! FLOt�J �;SSUMED TO I LL STF:EE N ONE s i DE , AND THEN SFL I TS ---------------------- STF;EETFLOW C!EL RESULTS: STF:EET OWDEF'TH ( FEET ) _ . .�b - HALFS 'EET FLOODWIDTH(FEET) = 1?.41 AVE GE FLOW VELOCITY(FEET!SEC.) _ �.4.� F DUCI' OF DEF'TH°<VELOC I T`f = , 89 -- -------------------------------------------------------------- H�'DRAULIC ELEMEhdTS — I PROGRAM F'ACf�::AGE O ---------------------------------------------- �.l (C) Copyright 1952,1986 Advanced Enuineer Sottware CAESJ Esperiallv pr.eoared tor: COMMIJhJ I TY ENG I NEER I NG SEF;V I CES . I NC . ------------------------------------=—.-------------------------------------- � Ad•�ran�ed Enoineerin�, ��fitware CAESJ SERIAL �•Ja, Ii��?��6 �-EF:. �. =C F'ELEASE DNTE: 2;'^!�; ��r. ��#��#����DE�GRIF�TI��hJ QF RESULT�:�:��-���--�,-#-f;:-��-x-�-�-t:����-��-����-::�.��-.���.�_:.��-���:��#� � THR �r� A�:E� L1 = � .. � � tiE { y. �?E' - 14 4 �- # :E =E -i'r 7'r :# # � �k tif- � # - )f - # �F �(- - �'r -!(� -�• -?F'+'r � -:(. .?f. .;4 :� � =(- -f :�E �# � r� ;L- :�E :f� :}- -! �- =7f� �- �yt- �- � -tt- - !f� =Rt ?(- -� �i :1- �- - �i! - 7i - - t' :'i- =l °i- � �- x- :+. _i- -# i � =,[- x. k . ��:K - �?Ex:Y - � -- ?E:f7 - #aFf - 3f -- k��?' - -?F?E�?Fx-�?E�-?F�3!-�?E - 3E�E:1-a(-�#�?F�F}�T��f�!(-4�ci-�k�:!-.?r-:f-iE-?f.x} x E ,..�� ::>STREETFLQW f1UL!EL I fdF'! �T I �1� L�F:r1AT I D�J �:: �:: �:: -�:: ---------------------------------------------------------------------------- CONST�t•aT �T�ECT GRADE ( FEET/FEET i= .�� 1 18�:�� � Gi7P�lST�hJT �TREET FLOW (CFS) _ �. 4�_� �'JERrGE �TREETFLOW FF; I CT I QC�! FACTuR ( MANtJ I NG? _ .�? 1�C��?� � i10r�d�TAh,T ��l'MMETR I C�L STREET HALF—W I DTH ( FEET )_ = �, c_;i i �.QNSI"�hdT 5'�'MMETR I CAL �TREET CRQ�SFALL ( DEC I �^�L )_ .��?�:�C�� �� � CO��STAhJT SYt�1h1ETF� I CAL CURB HE I i�TH � FEET i= . 5c:� CQNSTANT SYMMETF:ICAL �UTTER—WIDTH(FEET) _ �.�_>�� ' COhd'� TAhdT SYMMETR I CAL GiJTTEF;-L I F� ( FEET )_ .��? 1 �S COPL�TAf•JT SY�1��fETR I CHL rIJTTEF;—H I f�::E i FEET )._ ••. 1 �5� �� � FLOt=1 h:�`UMED TQ F I LL STREET Ot•J �NE S I L�E. HND THEh�l SFL I TS � -------------------------------------------------------------------- STF;EETFLQL�J �10DEL RESULTS: ---------------------------------------------------------------------------- STREET FLL WL'�EF'TH i FEET i= .__ HALF=•TREET FLOODW I DTh ( FEET ?= 1 c:�. �,1 Al•'ER�i�E FLOW VELOC I TY ( FEET; SEC. )_ �. 54 F�RODUrT QF DEF�TH°�VELOC I TY = . 85 _ :����� OF F;ESULT��:�*:������������:����#���:��-���:������:�.�ff�4�:�:Y.� -{ THF;QUrH AREA L 1 b (" V�� D I TCH ) � . � �- .� �3F # -?E Y� 4 �!i- iF dF -?f� # �3F �E �?F -!E �F # -?(-?E -?f� �14� �E � �?F -� -)E � �?E� :� �?F -?E :# aF aF :4 � :� aF �F � �?f- ?t �t # 3F ?(- -3E �- �?h �?E� �F �3f� -� �?f� :�(- -?E� �F �3F 9E # # aF :�(--x- # aE # :u :�4� ?(• �34� # �f- �?!- d!- i� �iE aF �!E� iF � :4 � -)E �3E # •� �E �E �l(� � -lE -lE dE tiF� �iE �3F �3E -� �lE # �lF tiE �3(- * # �3P �lE �3t # �E �E � � aF iE � # -� �3E # �!F �3E -?f� -� �F �3E �3(� �3E # � �F �3F � i( -35- �3E �3F �3E �E �3F # # � -lE -?F # -3E �(- �3f# ti�E� -?E -!E- ?? i`CHANNEL I NF'UT I NFORMAT I ON �:: <.; �: � Or,��w.u�r,�rtt� 1 — .���, � . CONSTANT CHANhJEL SLOF'E (FEET/FEET> _ . 17ti..�c'��� UN I FOFM FLOtJ ( CFS )= 4. 1!� MANPdINGS FRICTION FACTOR = . ��iT�► ____________________________________________________________________________ NOR�IAL—DEF'TH FLOW I �dFOF;MAT I ON : �� ---------------------------------------------------------------------------- . . . . ::� hdOF;MAL DEFTH ( FEET ) _ . 52 FLOI�J TOF'— ld I DTH ( FEET )= 1. C�' - FLOI:! AF;EH (SQUAF:E FEET? _ . �? HYDRAULIC DEF'TH(FEET) _ .�6 FLOW AVER'r`,GE VELOCITY(FEET/SEC.) = 15.=� Ur�! I FORM FROUDE N�_�t1BER = 5. � 18 F'RESSURE + �MOMEh1TUM (F'OUNLS) = 1�4, i 8 AVEF.�;GED VELOC I T`f HEAD ( FEET )_ _. b55 SF'ECIFIC ENERvY(FEET) = 4.1�� ------------- �RITI���L—DEF'TH FL�I�J IPJFOF:MATIOfJ: - ---------------------------------------------------------------------------- CR I T I Cr=;L FLUW TDF'—t�J I DTH ( FEET )_ �. c_>`? CF; I T I i�AL FLOI=J AREA ( S�iiJAF;E FEET )= 1.�?� CR I T I i�r=;L FLOW HYDF;AUL I C L�EF'TH ( FEET? _ . 5c_� CF: I T I CAL FLOIJ A'��-EF;AGE VELQC I TY i FEETi SEC .) = 4. t�� C�ITIC�L DEF'TH (FEET) = 1 . ��1 GF.: I T I CAL FLOI•d F'RE�;SUF:E + r•10MEt�J7U�'1 ( F'OLit�dDS )_ �:,?�. AVERN��ED �RITIC�L FL�l�1 �.-ELOCITY HEAD iFEET? _ . �;1 CR I T I CHL FLOW �F�EC I F I C ENEF;�`r ( � EET )= 1.^�� 1 �:� C�F RESiJLTS:x-�t���-:fx�-yc--k-��-��-�?E-��-�-�c-�yt-t-;•:.�.¢��-�-•�.�.�..�:��-� �_ THRO�J� H AREA L 17 4 ' � � � } :# a!- 4 -� :�h -?E 4 4 # �- :# -�- �- r -?f� �- a!- 4 rt :t � -�- i!- .?!. ;# a(- :� -�i.:►.?F -14 # :� -:e- � # -Yr .N- -f. •r- ;yr. :� :4 �?F �:t -k :Y- :# -� -)(- -?F � :f ::- x-.}E- .�c }. ;:. -i. ;:_ -'f. :t- �?f- � �- � ; x y..3r-;r. ac. ;f. # y. a!- �E � � yF'4 �3E -lf- �� �f- -if- :#- :# :� x- :# -�(. # �if- � :�(- -:f # E � =t [� � �- yF -if� -N- �E -!E� � -� -?!� -� -?f � �t �?f� # -)f� � �3E � # -?F -}F # »- :f �- yE �?f� -3F :4• -3f� -3E � -iF -i(- -if # t :f yE yE -:i� �i- � -r 4 -)(- =t . . :?•;�•STF;EETFLOW MODEL INF'�_�T INFOF;r•1ATIOIV��::-�::<::•�:: ---------------------------------------------------------------------------- COh1STANT STREET ��F;ADE ! FEET/FEET? _ , c ic i9� �� ii � i�Ql`d��TAI`JT STREET FLQW i CFS )= 4. 8�! HVEE:A�E STREETFLOL=J FR I rT I uhJ FACTOR ( MANh�1 I N� )_ , i� 15�!� �� i L0�•J�TAI`dT �`f r1METF; I C�=;L STREET HALF—W I DTH ( FEET >— 1 s. i�i � CON'�Tr;PJT SY�IMETR I CAL STREET CRUSSF�=;LL ( DEC I h1�L )_ . c_��i �i �i �c i GQI`JSTHPIT S'�(Mh1ETR I LAL CURB HE I GTH ( FEET )_ •• . 5� � i�01`dSTAP•1T SYt1METF:ICAL GUTTER—WIDTH (FEETi = '�. i�ci Cuh�STAf�1T SY��METR I CAL GUTTER—L I F' ( FEET )_ .�>� 1?5 CONSTHNT �'t'MMETR I��AL GUTTER—H I f�::E ( FEET )_ . 125� �� � FLQW �S�UM�D TO F I LL STREET Ot�! OP�E S I DE . AND THE�1 SF'L I TS ----------------------------- STREETFLuW �10DEL RESLLTS: ---------------------------------------------------------------------------- STREET FLOI;JL�EF'TH ( FEET ) _ . = 8 HaLFSTF;EET FLOODWIDTH(FEET) = 1=.�c Al•'ERAGE FLi�W VELOCITY(FEET!SEC.? _ �.5� F'RODUCT OF DEF'TH°<VELOCITY = •. S6 _� OF RESULTS���:�:����-:��:�--���-:�-�-*������-��#�x-��:�:����--��f:��-:��-:�:� * THROUGH AREA L19 � � � � .. �- ��**�-��*-��-#�-�--���-�-��-���-*������-��*�--��-:��:��**-����-��-��t:����-���*�-:�#�#��-���-��-#�-#�-��-� ------------------------------------------------------------------------ COh�STA�JT STFEET GRADE ( FEET/FEET )_ .��54� ii �c i COPdSTF�NT STREET FLOI�I ( CFS )= 14. 5� � AVERAGE STF�EETFLOW FR I CT I ON FACTOR ( MANN I NG )_ . i> 1 Sc icjc i � CONSTANT SYMMETR I CAL STF;EET HALF—W I DTH ( FEET )= 18. ��� � �� ` CONSTANT SYMMETF: I CAL STREET CROSSFALL ( DEC I MAL )_ , t_i?t ii >c it i " CONSTAfJT SYMMETRICAL CURB HEIGTH(FEET) _ .5i� C01`1STANT SYh1METF; I CAL GUTTER—W I DTH ( FEET )_ ?, c_ic i _ C0�•JSTANT SYMMETR I CAL GUTTEF:—L I P( FEET )_ . c_� _ 1�5 COh�STAh�IT S.`(MMETRICAL GUTTEF;—HIf�;E (FEETi = . 1?Sc"�c"! FLOI�J ASSUt1ED TO F I LL STREET ON OPJE S I DE , AND THEN SF'L I TS ---------------------------------- STF:EETFLOI�I t10vEL F;ESULTS: ------------------------------------------------------------------------- STREET FL06JDEF'TH (FEET) = . =}1 HALFSTF:EET FLOODl�1I DTH ( FEET )= 14. �� � �'���R�GE FLOW yELi�CITV (FEET/SEC. ) = b. 4=� F'f;ODUCT GF DEF'TH°<�.%ELOC I TY = �. 62 ;�:�� pF RESULT��� =r THF;OL�GH HF:E� L�� r , � . � � � :�. ;.. { .i. x �'r - ?r � :t- z- �- � r :� :# # 4 # � =r' : +r x. x �r- x. {- �. ar. :E at �. � # .:;� .c. � -�c y. .s. .1- =t :T -?(- t :r �- -�F :# - ?F �- -:c # :# ac f � ::. �:t :c # x d..r- �-.� s. ?E -r :� :7- ?F �- :c �. � ::- .s- i(- tif� :(� :# # �f- :# ar-.�. � � ;{. 4 # -)(- �# :# :� � � - ?f� �- # :# -if aE aE �E- =#- :� aF �- :# # � � yE � �E- yF -{ -�i•'.t- 7F -iF � �E =:- ;.. �. -{- ;r- =t yf- tii- if� i- # - ?i� :# :k -� �ii� -it :t• � aF - ii - yE -t -�- � -s,- y . . :�•::�STREETFL��W MnDEL INF�LiT I�JFORh1i=,TIOhd•�::::::::•::: -------------------------------------------------------------------- COhd'�TAhlT STF'EET GF;ADE (FEET/FCET'1 = , i�?��i�c:��i " C�PdL�T�PdT STREET FLQW ( CF� )_ �i �. 5c i AVERA�E ��TREETFLOW FF:I rT I ON FACT�R ( MANN I NG ?_ ,� i 1�c;i �c i CUt•JST� ;P�1T �`f MMETR I CAL STREET HALF—W I DTH ( FEET )_ �� , i�i � CONSTAP�IT Sti'MMETR I CAL �TREET CROSSFALL ( DEC I MAL ?_ , c i�i �i �c ic i CON�TAf�dT �Y�1METR I CAL CURB HE I GTH ( FEET )_ . 67 COhdSTAI`JT S`fMMETRICAL GUTTER—t�JIDTH (FEETi = �. <?�_� CONSTANT S�{MMETR I CAL GUTTEF�—L I F� ( FEET >_ .��= i�5 C��hJ�TandT SYMr•1ETR I CAL . GUTTER—H I F::E ( FEET )_ . 12�� ic_, FLOI�J �=SUh1ED T�i F I LL STREET ON ONE S I DE , A�dD THEhd � F�L I TS ------------------------------------ STF:EETFLOW h10PEL RESULTS: ------------------------------------------------------------------------- STREET FLOWDEF'TH ( FEET ) _ . 52 .. HALFSTREET FLQOL�W I L?TH f FEET? _ : i�. �� � Al•'ERA��E FLOW VELOCIT�' (FEETi SEC. )_ �. S� F'RODUCT OF DEF'TH?<VELOCITY = 2.52 --------------------- HYDRAUL I C ELEPtENTS — I F'ROGRAM F'ACf�::AGE (C) Cooyr 1S8" 1956 Advznced Engineer Softwar CAES] Espe�i �.11Y prepareJ for: GOMMUNITY ENGI�dEERIhd6 SERVICES, INC. ------------------------------------------------------------------------ Advanced En�ina�rin� �rftw�ra CAES7 ....., ............. SERI�� hJo. IC�C�9�b '�'EF;. �. �C F:ELEA�E DATE: 2/;'c_�/^G . #:�:� OF RES��LTS�� �!- iiT CATCFi F�r;SINS # �? AND #�=� .� � .. . - -u � .. x• -3F -� � :} :+,- :E �F -?(• # ti(� �E -k• -if- iE # � �3f� i(- yf- �3F -� -� -)(- -3E # # �3f� �E- -� # �E -3E �3f� -)(- -3E -)f� �3(- -kk -3E �E �E �iE -iE -lE �3E -� =E �3f� �?f- # �iE- -iF �?F :# -� # :E �- -k -ii• -Y- -X x. �3E� � -)f- -iF # -:e- -?[- -:i- :4 �ii- yF -i- �# -3i� # -?F aF f :E :r -Y.- -if� iF �?F �3E � :f �- ic �3i- :� � �i(� # �- ?(- � �iE �if# �if� -3!� aF � �E �3(- � -3(- � �3f� iF � � �F if� -3f� -3f� :�E -Y� �k �h aE -K � -k� �F �?i-?f- tiE :# c yf- 4 � yF � �?E :� �?E �E -k �?(- af- af- v- # :f 'r� ». > . . ::>::��STREETFLOW MODEL INF'UT INFO�MATION��::��::�::�:: ---------------------------------------------------------------------------- CONSTANT STF;EET GRADE ( FECT /FEET ) _ . �? 1 � �� �� !i � CONSTAPJT STF;EET FLQW ( CFS )_ �6. 8� � AVERF'-iGE STREETFLOW FR I CT I ON FACTOR ( MANN I h�1G )•• _ . t� 1 �� ii?t � COhJSTA�dT SYMMETR I CAL STRE�T HALF—l�J I DTH_ ( FEET? _ ?i s, c�� i C01`1STANT S`(MME7R I CAL STREET CROSSFALL ( DEC I I`tAL ?_ . i� 17i �i �i � CONSTANT SYM�IETR I CAL CURP HE I GTH ( FEET )__ . 5c i COhaSTA�1T SYMMETF: I CAL GUTTEF—W I L�TH ( FEET )_ ?, i�i � COP�ISTAr�T SYMM�TR I CAL GUTTER—L I F� FEET )_ . c'�.? 1 �5 CDhJSTANT SYMMETR I CAL GUTTER—H I f��:E ( FEET )_ . 1�5� �� � FLOW ASSUMED 70 FILL STREET ON Oh1E SIDE, AND THEN 5F'LITS *-��STREET FLQW I NG FULL*�:� --------------------------------- STREETFLOW MODEL F:ES�JLTS: _ ------------------------------------------------------------------------- STF:EET FLOWDEF'TH (FEET) _ ' . 47 HALFSTREET FLOODWIDTH (FEET) _ �c�, t;i� � , AVERAGE FLOW VELOCITY(FEET/SEC.) _ �.57 F'FODUCT OF DEF'TH°�VELOC I T`( = 1. 69 " ---------------------------- c. B. � 31 CURH OYIjNi\'G ( In[�:rccUtion ) Giveri: (a) discl�ar�c (� /�p = 22• 2 L I�'S (b) screct slopc S = 3.� '/' (c} curb type ( (d) � half street �vidth = 3Z ' � ft. Solution: � y= ��8 �2 / L = D. d2,� . L= 22.Z / G• �2� = h-L (L for total ir.terception} � _a.L_ TRY: L ' /� ' ft. • � . �/L = /�,a / �Z•2 = 0.3�� a/y = .33/ G.�7 = 0 • 7 �Q - °' Q 22� 2 X O- J = ��� � CFS (Intercepted) Qc= 2�� �/ �/ _ //� f C FS(Carryove r) C, ,2A-�T/�C� <'�4-P,4C'/T y- ���.E' L. % < < � � v - 1 i3� �E/'l� D�' �'��'w = D, � d S= o 0.3� ��G/1'I C'r' �_ � n . �/ivrti'. �'y �,�,4r _ �, � � Tvi�-� �r �i��r.�. J';� � a. �`� i �/• i.� �. a=.��'.� eF . S 9�,�,�.�r�;;,�,� .� �?,2 _ ��. � _ �,��- �,�s � -35- c. B. � 32 - CURR OYLN[\TG ( Int�:rcc�tion ) Given; (a) discharLc (�LO = 3 • 3 C:I� S (b} strect slopc S = /• D ' /' {c) curb type � // i (d) � halC street �vidth = ��� ft. Solution: � , y - D, 33 � iL = 0,30 . � L= 3 / G = �, D (L for ir.terception) � . TRY: L ` 7 ' ft. - . �l L = �_I //, 0 = D, 6�� a/y = ,33/ 0.33 = f�0 � = o.T� . Q 3•,3 X 0.7� = 2..� CFS (Intercepted) Qc= 3 .3� - 2 •5� = 4.-� CFS(Carryover) . �. -35- C. B. � 33 � CURR OYL•'NI\tG ( Int�.rcc�tion ) Give��: (a) discl�ar�c (�1D = /� 9 CI^S (b) street slopc S = �• 2� `/' (c) curb type � �� � (d) � h�1f street �vidth = .> 2 � ft. Solution: � y= 0, �� �2 lL = 0.�3 . L = //� °.1 / �� �3 = 27-7 (L [or ir.terception) � TRY: L � / � � ft. • • . I.�/L = l � ! �7,7 = G-�� a/y = .33/ D-�-� = 0�7 �Q - °. � Q // � X G- � = g-� CFS (Intercepted) Qc= //� - ,�.,5 = 2.� CFS(Carryover) �/ . -35- . � c . s . � C,e. #3� . CUR�3 O1'LNi\TG ( intcrcc�tion ) Given: (a) discl�ar�c C� !O = 23•� �-I''S (b) street slope S = O� � '/' � �/ � (c) curb type ; . (d) ha1S street �vidth = �/ ft. - Solution: , y = 0, j �' @ / L = �-56 , L = Z3.¢ / G.S.� _ ��. � (L for interception) � ' TRY: L l ¢ � ft. • . ; z�l L = /¢ / �1.8 = O 34 . a/Y = .33/ D = 0 . �Q - °' � � � Q 23.� X G�S = ���7 CFS (Intercepted) Qc= � �. .1..� - /� 7 = /� � CFS(Carryover) . � i� . ' -35- AYDRADI, I C CAL C S FOR LINE "L" STORM DRAIN TRACT 23101-1 8/22/1989 . . .. . . _. . _ .. _. :�:�- � � �� i ri � �'� � � �� � / ii ftr i i / � � � `� i� � �� � � � ii � � i / �• � �� �\ ii � ii � � � � � �t i � � � � �i � � � � � ��i� i i i� � �� �� �� �� � �r �r i � / �� �� �� �� � � � ��� �<< � � f � � `� �` ii � i� � � f �� i�(� � i �� �� � ii � r r \\` \\� /i� ifi ii �'�,, � ���i ` d, � \�� ri i i� �,. �� ' � � � / �� if i i r � \ � � .� i � i i i ' —� � � .' ` ' � ii ��/� ii / _'—�, ,�,�' .' '�-�� � ; , � ii i � r ,,� (3 ,' .. ���< <�� r�� '� ` -...___��� � �%'% � I f 1 !�1 1 ! I � .�'� � � �f' tr t r� � fb � �� � i� ��fi ii � y'Q ��1 �. � ri i ii � �� ..�� � �r if i ri f .� 5 6� ����o "� . � r� i �i / . ��' s�. u. � i� rti i � � . � � � � v f ii i�i i � �%%' � , � H V o ri i r� .�� � � � � ii i�f i i � � ' ' � u�V o� i i i r i �, ` N . / �r ,�/i i � / . o � n ��. � ii �%-' � � �3 0 0 � I� �.l �� �� � � �y ,- % � \ � � , � t� � i �� i r� � � , "'� � � ,� ���� � � �.. � „ �t, � � � ,���b � ��,�. � `��� � � \ �1�� '�� '; � , r "�� g' �'� �'� o � r� ,21� � , ,, 6 , Z ,�� . �� � i i�/, � r . , � , � = �,1� � �y � � 1 I " - = � y��� 5 � \ '' J •� �'� .. � ` � �� 1 ��= � s��� ��'�'b � ��� 1 � �' ' _,r�' y �' 2' � ` S � 3 ,- �-,�� N ��� o �� \ ;' ', � r � Z � '� 2 � N \ r � � r}► � ► / i i r� � n t�i � � / ii i ir ��� � � �vl��'4 �1 0...[.S � �f � �� � �r � � i / � I/ �� u i �� i . . . � S�CT1 o1y !� ( Froject : MAR6ARITA VILLA6E , T. 23101-i , F.N.= LINE-Li Date: B/�2/1489 Time: 14:40: 1 It�UT DATA LISTING CD L_ I'AX 0 ADJ 0 LEN6TH FL 1 FL � CTL/TW D W S KJ KE K11 LC �1 L3 L4 A1 A3 A4 1 N 8 1 �3. QO --- - ., ., < < ,� �� � �' ` _ r /r.J /J.7 iJJ.O� 'O.UU J.4J •OO 3b• c?• 3 •u�� .a) .00 1 J L� 0 O. 0. 0• L.�`G .:.��:: � - << << ` .,, ` -� ` � �� :J.J 7�.� 4.�,) �.�� 5.�� .�u) ��), l'�. 3 .00 .00 .(,�U 0 4 i U �). ��. �). .00 .!:13 � Y 6J. b5. Y7.7J �O..JJ :��.YJ .�JU . ��. .) .�V .L� .IJ l� �J h �� ��. ���. t}. J.��'1 .U1J � 5 4S J �9.' 264. c3 :•0. 85. � 1. '� . �k1 z0. 0. 3 . DO . C� .15 0 5 9 0 i). 3�). U, 7. ir6 . O 1 � 2 6 ;,�.1 .3.1 E6.S7 41.57 42.;,� 51.6�? ��). 0. 1 .�x1 .�1 .00 f� 0 0 0 0. �). U. .v�) .i}1� 'Ar#I � ; 1U.5 9.9 54.42 �b.4� 31.85 :�6.40 18. 0. 1 .Ou .50 .00 4 0 0 �) G. p. ��. .00 ,��1� �.+�� E 1 �. 9 14. 9 60.:� .1.10 3�. h3 38. 5�� 18. 0. 1 . 00 . 50 . 00 5 0 �) p u. 0. 4. . OG . U 13 �/zi 3 2 ? 24.3 16.6 80.00 41.57 45.69 49.7u �4. �?. 1 ,00 ,50 .0(� 6 0 0 0 0. 4, 0. .+)0 .!?1' -'ro�ect : NARGARITA VILLAGE , T. 23101-1 , F.N.= LII�-L1 S E C} � �� t. � Date: 8/�/1969 Time: 14:40: 1 " STO�f1 6RAIN ANALYSIS f�SI�TS Line Q D W Dn Dc FIoN Sf-full V 1 V 2 FL 1 Fl 2 HG 1 HG 2 D 1 U 2 TW TW No (cfs) (in) (in) (ft) �(ft) Type (ft/ft) (fpsl ffps) ift) (ft) Calc Calc {ft) (ft) Calc CY. 1 Hydraulic qrade line control = �3.00 � 75.5 ;;6 C� 3,40 2.?? Seal .4.�bb? 10.7 21.6 �0.00 23.55 23.00 �5.44 3.Ou 1.49 .00 .��u HJ X= fi9.E7 X(N) _ .�!) X(Jl = 89.87 F(J) = 40.35 D(BJ) = 1.9: D!AJ) = 3.b? J /J.J .�7�� (� l.�J L.4J F'ar .���00 i��.J 10.8 �'I..�J Lu..iS .�''.t7.1�� L�.�. 1.7J 1.7�� .�'J .:� � 05.5 ;�i 0 1.3: �. 4� Fart .0��`,8 20. 4 15. 9 _b.35 ��1. �� :; . 91 :�. 41 1.56 1.90 .�14 . i�!i 5 49.7 :a� �'1 1.41 i.�9 F�rt .�1�6@ 17.� 1�1.5 �).$5 41.29 .�2.26 43.56 1.41 2�i ,0�) ,p0 X = .� X(N) = 1.31 6 a�.l '0 0 1.77 1.96 Seal .4��651 b.7 7.0 41.57 42.35 44.17 44.6�# 2.6�? �.29 45.4� 51.,��� X = 41. 51 :S (N) _ . (�) • .i Nvdraulic Qrade line contrel = 28.u8 7 14,5 19 0 .62 1.24 Part .0�1999 7.2 6.7 26.93 31.85 28.�8 33.09 1.15 1.2� 34.14 36.4G 4 Nydraulic er•ade linF contr6l = 32.34 8 15.5 le �� .86 1.42 Part .�1�91 10.2 9.2 31.10 34.6: 32.:�1 ;�6.45 1.�4 1.4� �B.�)� 39.5v b Hydr dulic Gr3de line control = 43.B8 9 24.� :� 0 .97 1.74 Part .41154 14.9 8.4 41.57 45.6? 42.60 47.43 1.Q3 1.?4 49.Ob 49.i0 ' LIST OF AbAfiEVIATIQNS V 1, FL 1, D 1 and H6 1 refer ta downstream end V 2, FL ?, Q 2 and HS 2 refer to uostream end X - Distance in feet from dov+nstreao end to point wher•e tf� intersects soffit in seal ccnditior XiN; - Distante in feet froe� dc�nstrea� end to point where Hater =_w•face reaches normal deoth by either dr�Hdewn,or b3ck��vat.r• X(1) - Distance in feet frrnn dormstre�m end ta point HF,ere hydraulic jumo occurs in line F(J1 - The cemouted force at the hydr•aulic jump D(BJ) - C�epth of Hater before the hydraulic ]ump (upstream side? D(AJ) - Depth o� water after• the hydraulic jumo (downstream side) ��AL indicate� f1oH chanue� fra� part to fuil or frnm full to oart HJ indi�ate=_ that flow chanqes from suoer•critical to su6critical throuoh a hydraulic jumo HJU l�t�lC3t?� that hydraulic iume occurs at the junction at the upstr•eam end of the line N1D indica#es tha� hydra�ilic jump eccurs at the �un�ticn at the der+nstrea� end of the line . : , . ,. S�Cr1 or� L2 Pro�ect : MAR6ARITA VILLAGE , T. 23101-1 , F.NAt�= LItdE-L� Date: 8/�8/1989 Tise: 9:38:51 - INPUT DATA LISTIN6 • CD L t1AX 0 ADJ 8 LENGTH FL 1 FL 2 CTL/TW D W S K1 KE IQ1 LC L1 L3 L4 A1 A3 A4 J N 8 1 44.b0 - - - -- - 2 2 33.1 33.1 318.78 42.� 45.72 .00 24. 0. 3 .(� .C� .20 1 3 6 �) G. 45. 0. .�`� .ul? 2 3 29.8 �9.8 �?7.22 45.72 48.40 .00 24. 0. 3 .00 .c��) .2U 4 4 10 U U. 30. 0. .00 .01� � 4 �0. 4 �0. 3 19. OG 48. 40 48. 5? . OU �4. 0. 3 . �0 . 0�) . U5 u 5 � 0 u. 0. Q. . ��i� ,�)1 � 2 5 i6. 4 20. 4 �.00 48.57 5.`'i. 84 . 00 24. 0. 3 . 00 . OU . 00 0 b � 4 0. U. 0. , i,v� , i,1 z � O L'J.'t �O. 7 111 . bO JJ. OV JO. v� . G� .�'.7. �. J . W . � Y! . V5 U 7 1� O O. YJ. U. C;. I u . Il I` 2 i 1�).2 � 10.? 55.60 57.39 57.94 61.30 2�. ' 0. 1 .00 .?5 .00 q (� r� 0 �). Q. �). .t�C� .01; � 8 :�. S 3. 3 18. c� 46. 4° 51. 54 . 00 18. 4. 3 .�)0 .�)i) . v0 3 9 Q 0 0. 0. G. . i�G .� � 1� 2 9 3.9 3.3 �2.00 51.54 51.74 55.75 18, u. 1 .00 .�5 .�)� u 0 Q 0 0. t?. p, ,Cr, ,nl; 2 10 12.0 9. 4 5b. Aci 48.24 , 51.1�) .0� 24. 0. 3 .(r) .�m . 00 4 i l t� 0 0. 0. 0. .(� . 0! �• ? 11 12. 4 9. 4 �8. 50 51.10 ,�,. b�3 60. � 24. 0. 1 . 00 . 25 . �0 0 U t� 0 u. (.�. 0. . l',x i, i,� i' 2 1: 10.2 10. � 56. �0 56. 2? �. 90 61. ?r) 24. �. 1 . ii� .�5 .10 7 c� � �� Q, G. 0. . C�J . 01:� _.�.�...............,............_..... . �....,,,.»�a.....» .......,r.... _.. .....� _.. _ .,,_.. �......... ,..� _...._._,�. �___., �..,t..,�a,..�,...-�.-�.,:«,�;.�:.,y.:�.:...... . �.v,T__. �. �.� _. , � . . .. . , �•, , , . . ... .... ....._ " �-.'. ' - �...��. �ia.uialur IIRfC. /��/IJ.J! STORN71 DRA IN AI�AI.YS I5 RESIJ�TS line 9 D W Dn Dc Flow 5f-ful l V 1 V 2 FL 1 R 2 , M6 1 HG 2 D i D 2 TW T'�d No (cfs) (in) {inl (ft) ift) � Tyoe (ft/ft) (fos) (fns) (ft}. (ftl Cal� Calc !ft) (ft? Calc CK 1 Hydraulic orade line c�trol = 44.60 2 3.3.1 24 0 2.04 1.90 5ea1 .�2141 1�?.7 10.5 42.E5 45.72 44,75 51.64 1.90 5.52 .�+� .00 z = 3.n4 za�1 = .� �3 �9•8 i4 � 2.(�U 1.86 Full .�)1 .T�`.r ?.5 °.5 45,72 48.40 5?.25 57.66 b.5� 9. o .GU .00 � �. 4 24 Q 1. `6 1. 62 Fu 11 .�813 b. 5 6. S 48. M? 48.57 58, 93 5?.1? 1��. 53 1R.55 , ix? , p0 � 20.4 24 �1 .h? 1.62 Full .Oti913 e.5 6.5 48.57 55.E0 59.12 59.44 10.55 3.64 .t�) ,t� E 24.4 24 0 1.50 1.62 Ful l . iM813 6.5 6. S �. EO 55. S° 54, 44 c�.?�3 �.64 3. �}9 ,�icj , t)n X = .�0 X(fl) = 49.82 - 7 10.� 24 Q .95 1.14 Full .fr'i�`!13 3.� :.� 5;.�4 5?.SV E1.16 61.23 ,..77 3..=�3 61.48 �1.'�i. X = .On X (N) = 4.8� 3 Hydraulic orade line control = 51.94 � E 3.5 19 t) .21 ,75 5ea1 .��1.$ 2.2 4.4 46.49 51.5� 51.94 52.3�) �.45 .76 .00 .i� H1 X= 14.16 X{N? _ .00 X(J? = 15.Q� F(J) = 1.18 D(R1) _ .44 D(AJ) = 1.23 � ° 3.9 18 0 .76 .75 Fart .04138 4.4 4.� 51.5�F 51.74 52.i9 52.52 .75 .7E 5�.86 �,;5 X = .�N} X(Pl) = b.32 4 N•�draulic o^ade line control = 58.31 1�? 12.0 24 0 .bb 1.24 Full .�)281 3.8 3.8 4B.� 51.IQ ��.31 5E.4o 10.11 7.36 ,�JO ,C�i I1 1?.0 24 0 .49 1.24 Full ,�U�1 �.8 3.B SI.1Q S5.64 `�3.46 �8.5� 7.36 " 9U 58.8� 6��.�5 7 Hvdraulic orade line control = 60.77 1? 1�?.? 24 �? .79 1.14 FuI1 .002�3 3.� 3.� 56.83 57.5�? bQ.Ti 50.�) 3.94 3.(N? bi.11 61.';�1 L1J1 iw^ ttUUflLYIhI l��J � V 1, FL 1, D 1 and HG 1 refer to do�strean end � V 2, FL 2, D 2 and HG 2 refer to uastreaa end X - Distance in feet from doKnstream end.to point �ohere H6 intersects soffit in seal condition • X(N) - Distance in .feet from doHnstream end to point nhere rwter surface reaches ncrsal deoth by either dra�or� or back:��at_� X(Jl - Distance in teet from downstreaw end to ooint r+here hvdraulic ju,no acurs in line F(.1) - The co�n�uted force at the hydraulic jumo D(BJi - Deoth of water hefore the hydraulic jue� (uo�tre�a sidel D(A1} - Deoth of water after• the hydraulic ju�o (deHnstrea� =_ide) ��AL indicates flow chanoes froa oart to full or frti full to eart HJ indicate� that flow ch3noes fro� suoer�r�itical �o suhcriti�al threuoh a hydraulic juma HJU irnjicate=_ that hydra�llic jwno occurs at the juncti� at the uo=_:re.3m er,d of the line HJD indicat�= that hydraulic juan acurs at the �unction at the downstrea,a �d af the line HYDRAIILIC CALCS FOR LINE "L" STORM DR1�IN . � (MWD SYSTEM) TRACT 23101-1 8/29/89 . -.. , - � 'roject : MAFCARITA VILIAGE , T. 23101-1 , F.N.= HWD-LL1 Date: 8/29/1989 Tiwe: 9:43:5b - --------- S E cT 19 N 1..� . INPUT DpTA LISTI��G CD L� MAX � ADJ 9 LENGTH FL 1 FL 2 CTUTW D W S K.J k.'E KM LC L1 L3 L4 A1 A3 A4 J 4 8 1 �.50 - - - - - - -- - "' ' 34. ( l.U. cT0 �'1. 40 �,. 95 . 00 .6. 0. 3 . 0� T ^ �^� �_��. c� � �. oo . oo i� o ��. n. c�. _. c�� . �4 � z 3�1. U :4. � 24. ZU 24. 35 ?5. 35 .�)p 'ii. �. 3 .�)�; . C��) , i i(i fi 4 7 �) �. ::,i). U. ,!;� , r,17 L Y ti't.�� :T.n 49 .7J .:6.?J ���.YJ .�V .7�.�. 0. J .��V .VU .1J �� J 8 �� ��. :��. (�. J. .� 1_ ? 5 1?.�J 1S.Q 25�.6' 30.85 41.29 .00 �0. 0. 3 .00 .OU .15 U b S 0 G. 30. 0. 7.�)b .013 � 6 1?.0 19.Q B6.9i 41.57 4235 51.6�) '0. l"�. 1 .�IO .O1 .UU �'1 0 0 0 i�. :;, ii, ,itii ,�;1_ ? 7 .1 .1 64. 4? ?6. S3 31. 85 30. 40 18. �. 1 . 00 . 50 . UO 4 0 0 �� 0. c'�. Q. .�k) , r? .; 2 @ 15.4 15.4 60.� 31.1� 34.h3 38.`�? 1�. �. 1 .00 .50 .OQ 5 0 0 0 ��. Q. 9. .CK� .:il� ? 9 .1 ,1 8�i, (� 41.57 �}5. b9 49, 70 ?4. 0. 1 . QO . 50 . 00 b �? 0 U u. 0. U. . C�? . Q13 . . � .� 1 . :�� ti \?'.�: � +. r' � ..S ' -' � 7.' . ' r 4 F .._... . . ' .. . . ... . . . . . � . __ . . . . • . .. _ . . .. . . _ . , . . . Pro�ect :�F6�ITA VILLA6E , T. 23101-1 , F.N.= PIWD-LL1 r C 1 �� �,� Date: 8/�9/1489 Tia�e: 9:43:56 STORM DRAIN At�LYSIS FfStATS • ' Line 0 D W Dn Dc Flc,� Sf=fu11 V 1 V 2 FL 1 FL � H6 1 Fif 2 D 1 D 2 TW TW No fcfs) (in) {in} (ft) (ft) Tyoe (ft/ft) (fos) (fpsl (ftl (ft? Calc Calc (ft) (ft) Calc CK 1 Hydraulic orade line control = �.50 2 ?.�. Q�o �? 1. 51 1. B9 Part . UQ74� 5. 4 19. 5 �. C�u :�. 95 4. 54 24. B4 2, 5p .$, .(Jt1 .�) NJ X= .ck? XIN� - dL.JJ X(J) = 3.42 F(J) = 1?.41 D(RJ) = 1..`,0 D(A.1} _ ?.36 ' �=�.0 ;�) 0 .9� 1.?8 Far•t .�hPl 18. 5 17. B 24.:5 .�6.:5 25..35 �7.:� 1.00 L�)3 , c� ,('� �'�. U'�J Q . S? 1. 98 Fart .��C�b67 1?. 8 1?.1 ?b..:� 3c1. 45 ?7. 32 31. 75 1. l�3 1. �t? .�} . ii�: 5 14.r, .�) n .� 1.48 Fart .�M215 13.6 9.5 ��0.85 41.�? .�1.67 4�..:w .�` 1.�3� .00 .t)0 X = . �� X (�1) = 119.45 6 14.0 3�3 4 1.�3 1.4A Part .0�215 7.8 b.: 41.57 42.:5 42,61 43.E? 1.�4 1.46 �4.45 51,E��� � M;dr•aulic arade line cont�al =. 2?.38 7 .1 18 U ,05 .11 Part .�Krxk? ,2 1.6 26.9: 31.8` 27..$ 31.9b ,45 .11 32 G? 3o.an HJ X = .00 X(PI) = 7.34 XtJ) = 3.01 F(J) _ .0? D(E.1? _ .OS D(AJ1 = .�0 4 Hydraulic ar�de line control = 31 JI 8 15.{) 18 C .8� 1.4�) Fart .02039 13.8 S.7 �l.lc� 34.63 ;•1.S9 36.i13 .B9 1.40 �7.81 ��3.�ir .. b Hydraulic gradz line control = 42.58 9 .1 24 0 .04 .10 Fart .(1�)0�1�) .1 1.6 41.57 45.b9 42.53 45.79 1.01 .10 45.85 49.7�: NJ X = .00 X(N? = 2b.15 X(J) = 15.54 F(J) _ .0? D(6J) _ .04 G(AJ) _ .2+1 . LIST OF.ARBREVIATIONS • V 1, FL 1, D 1 and HG 1 refer to d�Hnstreas end . V 2, FL " Q 2 and F?6 2 refer to uastream end X - Distance in feet from dc►mstream end to point where F� intersects soffit in seal condition X(N) - 6istance in feet fro� dormstream end to point Kher•e Hater surface reaches normal death 6y either drawdawn o� ba[kwytE!� X(J) - Distance in feet from.downstream end to point where hydr•aulic jump occurs in line Ft]) - The comout�J force at the hydraulic jwnn D(BJ) - Deoth af Hater hefore the hvdrau� ic j�:,a� (uostrea�� side) t�iA,7i - Crath cf water after khe hydraulic ju�p (d�vm _tream side? Scrl i^�icates tIGH C�13fi0?5 ft �cn p3r•t to full or f��cxe full to oart NJ indi�a:�s tl fla;+ ch�n�es fr�a suoercritical tc =_ubcritical throuoh a h,dr 3U�1C �wr�p H,,�; ir,dic�tes that hvdraulic jump occurs at the �unctien at the uostrean end of the line ' H3C� inditatzs that hydr•aulic jua�o ac�urs at the jurction at the d:�mstream end of the line ?ro�ect ; nARGARITA VILLA6E , T. 23101-1 , F.N.=M{�D-lL2 1 Date: B/29/1989 Time: 9:. 9:�6 _�5��2�f11�-1..?�+- -_� _ �_ INPUT UATA LISTING • CD L2 MAX 8 ADJ 9 LETJ6TH FL 1 FL 2 CTL/TW D W 5 KJ 1� K11 LC L1 L` L4 A1 A3 A4 7 N B 1 44.45 -� � - - - -- -- - -- -- -- ? Z 19.0 19.0 318.78 42.65 45.7� .0�) �4. 0. 3 .00 .�X� .�0 1 . B 0 U. 45. 0. .. (k"1 .�)13 2 3 19. 0 19.0 �97. �2 45. 72 4t3. 4u . Ou �4. U. 3 . 00 . 00 .�0 U 4 lp c� t). 3(1. �?. . 00 , Q 13 � 4 19. 0 19.0 1?. 00 �u3. M'J 49. 57 . LH� .4. (�. � . Oii ,�:K� , i�5 q 5 0 t1 Q, �l, �1. .�j . �:1' � 5 19. Q 19. 0 �!). 00 4a. 57 55. 80 . 04 24. 0. 3 . UO . c�) . 00 0 h +? 0 �1. G. 0. . t�C� . 01 � _ 6 IS.�? � 19.�) lll.b8 55.50 . �b.BS .�k) 24. 0. 3 ,�w ,c)il .U5 0 7 1� [1 0. 45. 0. 0.15 .�;13 2 7 .1 .1 55.60 57.39 57.9�) bl.?�� ��. U. 1 .�) .25 .uc) 0 i� 0 0 0. p. r�. .00 ,C�13 2 9 .i .1 18.00 4h.49 51.5� .00 18. 0. ,, .00 .C� .00 3 9 u 0 �). �). 0. .00 .n�.; ? ° .1 .1 4L.Ov J1.5�} J1.'� 55.JS IB. O. 1 .04 . J .u�� p p G 0 U. U. U. .OQ .ul� 2 1�) .1 .1 56.0� 48.� 51.1�) .40 ?4. 0. 3 .Ou .00 .1�0 4 11 �� 4 tj, u, Q, ,��? ,�}1:; " i 11 .1 .1 28.5�) 51.10 �S. 64 60. � ��. 0. 1 . 00 . �`5 . 00 0 �) u U 0. i�. C�. . UO .O1 � 2 12 19.0 19.0 ,`,6.2�) 56.63 57.50 b1.30 24. 0. 1 .00 .�5 .10 7 0 0 0 U. 0. �). .uU .ul: . . ,.. , �. Project : MF�tG�ITA VILLA6E . T. 23101-1 � F.N.=�lD-LL2 Date: 8/29/1989 Time: 9: 9:26 -- ���r»a ��.� r ----- ------ ____-- STOFii DRAIN F�JALYSIS kE�UITS Line q D i� Dn pc Flc� Sf-full V 1 V 2 FL 1 FL 2 NG 1 F{6 2 D 1 D 2 T� T�J No (cfsl !in) (in) (ft) (ftl Type (ft/ft} (fps) (fos? tft} (ft) Cal� Calc (ft) (ft) Cal� CK 1 Hydraulic orade line c�ntrol = �}.45 2 14.0 �4 0 1.4i 1.57 Part .00705 7,7 7.7 42.85 45.7? 44.31 47.18 1.46 1.46 .00 ,Op X = .(k) X(N) = 40.�3 :: 14.f� .� 0 1.4b 1.57 Rart .�k)705 7.7 7.7 4�.7� 48.�#0 4i.12 49.°c 1.46 1.46 .0�) .uu HJU �_ .1�� X ��i) = O.�i. i 1 � 19.0 24 0 1.47 L 57 Fart .00745 16.9 16.9 , 48.40 i8.57 4?.li 49.�4 .77 .77 .UO .��0 HJU � � H Tp 5 li.�? 24 Q .54 1.57 Fart .0(?7t� 1°.5 8.0 �3.�; ,,".,.��) 49.?b Si.�l .h9 1.41 ,ticj ,i��j 5 1°.9 �� 0 1.42 1.57 P3rt .!?�705 8.0 7.2 �.64 :6.89 57.?� 56.46 1.4? 1.5? .GO ,pG X = .�? X(N) = 49.57 7 .1 i4 11 .10 .10 Pyrt .fX)0(,k� .1 .Z S.3S �.40 58.�}1 5$.41 I.U� .51 58.41 61.;;+.i 1 hh�draulic orade line ccntrol = �.38 8 .1 16 0 .03 .11 Part .OfiO� 10.3 1.6 46.49 51.,`,� 46.5� SI.65 .03 .11 .00 .4U X = .QO XtN) = 11. ;6 9 .1 19 0 .12 .11 Fart .�?O�x� 1.6 l.b 51.5� 51.74 51.65 51.66 .I1 .12 51.4�) 55.75 z = .a� zc�» = i.ia � Hydrauli� orade line control = 47.18 ' 1� .1 2� 0 .04 .14 Fart .�00(�) 5.4 10.: 48.�t7 51.10 49.�4 51.1? .04 .0? .00 .00 X = .04 X(N) = 24.PA 11 .1 24 0 .02 .10 Part .00004 9.4 1.6 51.IQ 55.6�i 51.12 �.74 .02 .1Q 55.79 b0.25 X = .a) X(Nl = 14.41 5 Hydraulic qr•adz line control = 59.43 12 19.� 24 0 1.13 1.57 Part ,(�705 9.8 7.2 ;b.83 5.90 59.02 59.47 1.14 1.57 b0.47 61.30 LIST OF AABREVIATIO�tS V i. R i, D 1 and F� 1 refer to doNnstre�,n end V 2, FL 2, D 2 and F� 2 refer to upstreaa end X - Distance in feet fro� doknstream end to point where h`� intersects soffit in seal condition X(N) - Distance in feet frea doNnstreaa end to point where Mater surface reaches normal depth b;r either drawdorm er hackwater X(1} - Distance in feet from doNnstrea� end to point where hydrauli� jumo occurs in line F(J) - The ce�nouted forre at the hydraulic �ump D(EJ) - Cepth or ►;at:r hefore the hydraulic jwnp (upstream sidei i�fAJ) - Llep±h of Hater after thz hy�jraulic jump {down=thea� side) �E�.L indica:?� rlow chanye� from par•t to full or f��e� fu11 to part HJ indica:es that flcs� changes frai aleercritical to subcritical thecuyh a hydraulic j�l,no H,PJ indicate� tf�at hydraulic jumo occurs at the junctic�n at the �o�tre=m en� of the line HJD indicates that hyd�•auli� ju:�o occurs a: the junctien at the dow�str•ea�o end of the line HYDR�AIC ELEIIENTS - I F�6�"J1 FAC}�6E <:<:C«<:�<<.:t<:«<:(««««<:«(<:«<i??i>?:)»»1>?»»:»,`?)?»»»>?>?» (C) Cc�veiyr�t 1�2,19`'�b f,dvanc�j E��ineerino Softr+are [�l Esoa=ially precared for: CC�7!JNITY EPJGIt�EEfiIPJ� �fi�IICES. ItJC. � � • �i t .,:.,..,:: i�i�; i � � � � ���� �� �� �»���� �� l`....;�`, ^.t •.i \�t'�.`•.�.'.i\�.�.,`,,\:.�����.)�?Ii)) )�J.»)>»�:�i,�ii)i. . �:�:, � .`� iiiii.�iiii�ii.'��: ii �vanced Enoineerino �ottNare [AES] ScFIAL th�. IC�:�e VER. �.3C FELEhSc DATE: 2'20iEb t.<.;�:<.«<:<{({<C!«<� :«««««:<Ct<C»»i»»; ))»�»;»���»>�»�»>»>» �<+ C� F:E�.�TS�+*�+*����+-�*��+����=-r;;��� 5 i F�T CAFi7C?TY FDR ti�iD FLCW BY � � � � �' � ���f��������f���t�+�t�t��������r����+-�=r���F�t�-r�� . ���+��������������t�����{�������?���t��������}a�t���t+t�-�-F���-�t� )r)iSTnEET`rL��4 t1�DcL .Ii�'UT II�QRMATION<C« C�"lSTF,tJT STREET G _ .Oi�t� C�ii�TAtdT� STFEET FLOW(CFS) = 15.Oi1 AV�RAGE STFEETFLO� FRICTIGP� FACTOR(�1H��tdIPl�i = .C?15�kk� G'�"rSTANT SYMMETkIC�L STREET F4'�LF-WIDTH(F�%T) _ :�.�� CL,'"JSTAM? S4?P!ETR.C."•L STREET CFOS£FF�LLiL�Et;IM;;L? _ .0<t�J�?0 .. CDPJST�^,frf SYHMETRICr"� CU�;B HEIGTH(FEET) _ ,`,� � CQ�I�TAtlT SYt�!ETRICF�. GUTTEk-WIDTH(FEET) = 2.00 CC�`�ST�IT SYMMETR:ChL G1ITTER-LIF(FEET) _ .031�5 CCP�ST„�IT SYMMEfRIC+^,l. GUTTER-HIKEfF�T1 = .1i5A4 FLO�J ASSL'MED Tt� FILL STREET ON OFlE SIGE, AND TFfQ�! SFLITS STREETFL0IJ hfODEL RESULTS: t�TE: STkEETFLQW EXCEEOS TOP OF CURB. THE FOLLGWIPIG STREETFLOI� RE5ULT5 �E BAScD ON T}!E �Sld�'TION � THAT NEGl.I6LE FLOW OCCURS Ol1TSIl�E OF THE STREET (�I�L. ' THAT IS, ALL FLG61 ALOP�G THE F'ARY,WAY, ETC., IS NEGLECTED. STfiEET FLCWDEFTH tF�T} _ .5p ' Hf�.FSTfi�Ei FLOOD�IDTH(FEETI = 14,34 . AL'ERAGE FLQ61 VELOCITY(FEET/SEC.) = 3.Sb FROCUCT GF DEFTWxVELOCITY = 1.94 �: ; i � � . � 1 . � ; ._� �'kt��' 7�,1�'�'1 ;�1 ai�n noo7� � , � '�'/ �.�� ' . � � 2� 2/ / i � �1���ts Z �� ��� - M � . , . . �: � c . B . � 29 LiN� ` L f, CURR OYLNI\tG ( int�rcc}�tion ) � Given; (a) discliar�c (�� _ ��' s Cr'S Ci4-,P/� Y DY�'/z l=/�G/�+ . . ��'✓ �3O (b) strect slopc S = �� D '/' (c) curb type �'� � .__ . (d) � half street �vidth = 3S•O ft, Solution: y = 0, 39 �2 /L = 0.3� � L=/�', 5/ O 3� = 29 -Z (L for ir.terception) � TRY: L � 7 � ft. • . �1 L = 7 � 2 �. � = o, � a Jy =. 3 3/ �. 3�= p, 8� �Q = 0,37 . . (a /D. S}t D- 37 = 3, 9 CFS (Intercepted) Qc= /D. �' - 3. 9 = �: � C FS(Carryover) C,eR-r��r �� . c�-��ci %y �Pt ,� �,�. c. f�. D. - v r3 ) 1���Th� DF ���uJ _ D, 39 �5 _ c, c� �i�'!�;�1 c��A,�T 1� �3 Q�iv, . e�r G<<�-r — 7�. _ . - �� • • TOT�}-L .f�'i /NTit'� f3� C. !3, � 2 J = 3. � .� 7. Z = //. l � �/ivr,2 . = 1/, �D Q,� v - ��� s �',� � -35- � . HYDRAUL I C ELEMENTS — I FRO�RAM F�F,Cf�::AGE . . . . . . . . . . . . . . . . . . . . . +.{.�. . . ��.' •.<.�.�.�.<.\�,�,\\\\� . . . . . �� �'� . . � •. . . . . . . . . . .'r'. . . . . . . . . . (C) Copyr 198�.1986 Advanced Engine-ring S,�fitw�r^e CAES7 Especially �r f�r: COMM�Jf•! I TY ENG I NEER I NG SERV I CE� . I �Jr , ...............................�:ti:�:<<-.....;.............. -----------------------------------------------------------------------=---- . . . . . . . . . . . . . . . :�•'t'.'.". .•`.' . Ad��anred Enuineer�?nu Sottwar CAE��7 . . . . . . . . . . . . . . . . . SER I�L fJ� . I���?9 �6 VER. �. _C F:ELEASE DATE: �-�'�?/��_ .�. �������-�-��UESCRIF'TIQN QF RESULTS��-�-�-x--�-�-���-�-�-��-��-4�-�-�-�--f-�-x-��-�-�yc-���:���-:.-�-�-f:;�: �-�.�.::: f FLOW DEF'TH AT �ATCH BASIP•1 #'?9 L�/�,E ��L yi- '# . ?F- . ; u �4 -!E -?(- i!- �?E -)(� -3E :# :E aE- # :t ?F -lE -)(- # yE iE -?(� �?E �3E iF -k� �if� �E -if� :4 �3(- �E :f� -k -?F -3E # # -lE -Y- -1� -lf �F �li� iE � at -?i� -1(- aF -?E �?E �(- # -iF # # -!F -k- a(- -!F �E # # -� -3E -!E iE -!F -1- # :� � �?f� -:E� :+-:+- 4 :# -?E -3F �3F �3f- �?(- -?F �iE :4 dF � �?f� �E -?E �3F;4 � �i(- �3E �3(- �3E :M- �E :4 -3f� i(- -?E # aE :� i'r �3(- :� �(-?E �?E� �?(- aE �?F jF :� ?F aE -lE �3E �34� �E ?E �9f- # �?(- -?f� �?!- :f -!F -if- � �F �?E if- �- �!- �# -?F �?4� �--f �- :4 -3E �- 4 -!f- # :e-;r- �. . . ;>::>STREETFLOI�J MODEL If�F'UT IhdFORMATION�:�::��;•�: --------------------------------------------------------------------=------- CGh�I�Tr;NT STREET GF:ADE ( FEETlFEET ) _ . � �4� �� �� ?� � CONST�PIT STREET FLOW (CFS) = 1�?. 5�? AVEFiAGE STFEETFLOW F.R I CT I ON FAGTOR ( MANN I fdG ?_ , c_� 1 �� ?c_�c_� COhJST^�NT SYMMETF:I rAL STF;EET HALF—W I DTH t FEET,) _ .?8. i ii � CDhJSTArlT S`rMMETR I CAL �TFEET CROS�FALL ( L�EG I f1AL ) _ . � �2�=�� �c_�i � . COh�STAPJT SYMMETR I CAL CUF:H HE I GTH ( FEET )�_ . 5c i GOh�lSTANT SYMMETR I CAL 6UTTER—l�J I DTH i FEET )= 2. �!� � CONSTANT SYMMETRICRL GUTTER—LIF'(FEET? _ .U=1�� COr�dSTA�dT SYMMETF; I CAL GUTTER—H I f':E ( FEET )_ . 1 �� ��� � FLOW ASSU�9ED TO FILL STREET ON ONE SIDE. ANL� THEN SFLITS S7F':EETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STF:EET FLOWDEF'TH ( FEET ) _ . ti�9 . HALFSTREET FLOODWIDTH(FEET) = 1�.5_ - AVEF;AGE FLOW VELOCITY(FEET/SEC.? = 5.'1 F'RODUCT OF DEF'TH°�VELOC I TY = �. ��5 ------------- HYDRAULIC ELEMENTS — I F'ROGRAM F•ACf�AGE • � -�:- -< . . . ....... .. . . .... . .. . . . . .. . ... .�:�:��:<�.;�;.. . ..... . .. . ,. . . ... .. . ,. . ..,.�`: . . . ,. . ` (C) Copyr 198�, 1965 Advanced Enuineer Sofitw�r•e CAES] Especial ly prepar�e�� � or: C0�1MUN I T`� ENG I NEER I NG SERV I CES , I �aC . ....................................':�:........................ ................................':�:....................... Advanc.ed Engineering SOttWc�.� CAES7 sE�:ra� r��. i�,;,�J� VEF;. 2.'C F;ELEASE DATE: 2/2�r/Bc at� OF RESULTS��;+:�� � FLOUJ DEF�TH AT CATC!–I BAS I N #��? L//�/E u L 7 } � � _ �- . � : ;4 �3(- �i4� � � 3!- �?f� -iE # -3t- �'r -iE � �F # -lF -3E # �?E aE -3E -3E # -iE -x- -iF �f- �3F :# :# -?E aE -1E ai- -� �3F'k ?�- -k- [- -� :# -iE :r -iE- � -k -7r -k -i(- :t -?c- # 4 :E x- -k �- -i!- # -# =� :: :?. ;� ;s. -{- yr � aE- � # :;- =f -i- • #:4��3F:�(-�3Faf-�-3F�3t-:4��F�?Ex-�?f�##�3E#�:�!-#�F#?!-�?f-�EjE:f�?FaF-3'r�'r�:rt��3F-?F�?E�E-?F-?F�E�'r�jF-k-:��3E:f:tiE-aF-3f-#:tx-�x-=�;u�E:�?(-X.#-r.-:#:���'r:�.�i--i(-:�;:= ..:�:: STF;EETFLOW MODEL I NF'UT I NFORMAT I QfJ :` ��: <:: =: ---------------------------------------------------=------------------------ CO�ISTANT �TF�EET GRADE ( FEET/FEET ) _ . i �4i �� �i �i � CONSTAh�IT STREET FLOW ( CFS ) _ �b . �� � AVEF;AGE STREETFLOW FR I CT I GN FACTOR ( MA�dI`d I NG )_ , i� 15� ?c_;i; COh�STi=,NT SYMMETR I CAL STREET HALF—l+l I DTH i FEET )_ =^o . c_ic i CONSTANT SYMMETF I CAL ST�:EET CF�OSSFALL ( DEC I h1AL !_ ,�?�i �i �i �i; CCPJSTANT SYMMETR I CAL CURE� HE I GTH ( FEET ?_ . 5i � CDI`1STANT �YMMETR I CAL GUTTER—W I DTH ( FEET ?_ ,_ �, c�c i COhdST�rJT SYMMETF: I CAL GUTTER—L I F' ( FEET ?_ , c_� = 1 � � CONSTANT SYMMETR I CAL GUTTER—H I f�:E ( FEET )�_ . 1 �5cjc_� FLOW ASS�JMED TO F I LL STFEET ON ONE S I L�E . A�1D THEN SF�L I TS ----------------------- STF;EETFLQW MODEL RESULTS: -----------------------------=---------------------------------------------- NOTE: ST�iEETFLOW EXCEEDS TOF' OF �URE. THE FOLLQW I NG STF;EETFLC�t�J RES�JLTS ARE F�ASE�� ON THE A�SUMF'T I Or�a THAT NEGL I EsLE FLOUJ OC�URS QUTS I LE OF THE STR�ET CHi;�:Ih�EL . 7HAT IS, ALL FLOIJ ALQh�G THE F'AFf�::WAY� ETC. , IS NEGLECTED. ' STF:EET FLOWDEF'TH ( FEET ) _ . 51 ' HALFSTFEET FLOODIJIDTH(FEET) = 1S.?� AVERAGE FLOW VELOCITY(FEET/SEC.? = 6.54 ' F'RGDUCT OF DEF�TH°�VELOC I TY = �.'4 ------------------------------------ ' n � C. B. � 31 CURI3 OYL•'NI\`G ( Intc:rcc}�tion ) Given: (a) discl�ar�c �� /DD = 37• � L r' S - (b) street slopc S = 3�g '/' (c) curb type (��� / (d) � halC street width = 32�•� ft. Solution: ' Y = p. S � Q / L = D. 53 � L= 37� � / 0.53 = 70• � (L for ir.terception) � TRY: L /� " ft. ' , . • -L�/ L -�l 70 = O• 2 S a/y =. 33/ D 5� = 4, S9 �Q = o, 3 6 � . . Q 37 / X D• �� _/�- 5 CFS (Intercepted) - Qc= .�7, � - /��s = Z2�-� CFS(Carryover) G,�,�Tiivc� �,��A�irr �,�� ,� �. ��: �=. c. ,� . — �. � 3 � �Ff�T.%r D,�= �LGu� - �• `�- � S= O, 0 3g � Fh �%� ��A�2T ,D-l3 qi�vr� • � r c-, �,� � — 9 - �' � T6TA-C Q /�lT,� . ,(3 Y C'�4TC�: R,�}.i;, � � /�, j t � . � = �.'�• 3 c,� �, '�' . - 3 . , , _ . 8 �i= � . ��� Y�' ��= L — � l Z4 3 _ /2 • -35- � � ^4 . . . . .. 4 � . � i; .7i.# 1� J.° x'. ,s.�� . .. . � . .. ... � .. . . �_,e,...,. _. .,.��....�t� .... .. . � ... ---------------------- HYDFAULIG ELEMENTS - I F•ROGRAM F'ACf�::AGE . . . . `' �''. ' i ' ' {! . . . . . . . • ti• . • ti• • i . . . . . . . . . . . . . r r � . . . . r . . � . � . � � . . � . r . . . . e r . . � . r . r . . . . ' (C) Cop._yriqht 198�, 1986 Advanced Enc,ineering S�fit�;ar-P CAES7 Especially pr for: COMMUfJITY ENGINEERIN� �ERVI�ES, INC. ---------------------------------------------------------------------------- Advanced Enaineer �ofitware CAE� ........... ......... �ERIAL No. Icii�95b VER. �. =C F;ELEASE DATE: �/��i/86 - �:� - ����.��..�.�DESCRIF'TION OF RESULT���#:�-:f�-��;•.�:x.-t;�x-.x.-4-:<--�-yi-:�a!-�--�-��...:��:�-�-;�--fi�=:.�-�f��:�-�-�-.�� :� FLOW ��EPTH AT CATCH BAS I hJ #.� 1 �//V,C ��L, v � � � _ .� � dF # :# yE :� :f �?!� :{� :# -i(- # :�F � �3i� �iE # �3F � �F -� �?f� -3E # iE iF :e� � :k iE � y(- iF -3(- -?E �3F � -?i� -3E :# yF �3E � # :f -3E ;f iE �3(- -3i- �- yE �x- �F �?E �x- �E- �(- �3F it-'E -?E� �- -3F -}F ,'� # � �t- �ii- -�E -iF # :�- �t � :+f- � �3f�#�}E�:4tii��34�:t-tiF7f-3F#?E?F�?F�#y(-y(-y(-#-�-�iF#-?F:4�:�E�iFiEaF�-:4ij-#�3(-iF-3(--3(�#?'r#-f�-3(-�aF�3h�3(-�(-##a(-�3f-�k�?F�3E-�(--?F-?F#��?'r�3F�##�3f-�iE��?(-:4�-?E#:Y-�3E##:f:�!- ..:> ::� STREETFLOW MODEL I PJF'UT I NFORMAT I ON �: ��:: �:: ��: --------=-------------------------------------------------------=----------- CONSI'ANT STREET GRADE ( FEET/ FEET ) _ . � ��8� �O� � CQhaSTANT STREET FLOW(CFS) _ =7.10 AVERAGE ST�;EETFLOli1 FR I CT I ON FACTOR ( �1ANh1 I hJG ?_ .�� 15�?� �� � CONSTANT SYMMETF; I CAL STREET HALF—W I DTH ( FEET )_ = �. c_�� � C01'JSTAhIT SYMMETR I CAL STFEET CROSSFALL ( DEC I MAL )_ . C��i �i �i �i � CONSTAI`JT SYMMETRICAL CURB HEIGTH(FEET) _ .67 CDIV,^_,TANT SYMMETR I CAL GUTTER—W I DTH ( FEET )_ •- ^. i�i� COhJSTAhJT S�'1�1METR I CAL GUTTER—L I F' ( FEET? _ .��._ 1 �S CONSTAI`1T SYMMETR I CAL GUTTER—H I F,E ( FEET )_ . 1�5i �C� FLOUJ ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SF'LITS ------ STF:EETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STF;EET FLOWDEF'TH ( FEET ) _ . 5b HAL�STREET FLOODWIDTH(FEET) _ ��.16 AVERAGE FLOW VELOCITY(FEET/SEC.) = 7.•:4 F'RODUCT OF DEF'TH°<VELOC I TY = 4. 1�� ` ,. ,. ` . � . � . . � ' . �, . .. ' . � . . . . . . " . . . . ..�.. 5 . -F.:�. . _ . . � � .� , . ' ,. . N �� . c, s. � 32 �/NF L CURR OYI:NI\�G ( Int�:rcc}�tion ) Givec�: . (a) discl�ar�c (� oo = �7.7 CI�'S (b) strect slopc S = /,0 '/' � (c) curb type ��� (d) � h�lf street width = 32 � ° ft. �Solution: - � y = D.¢� � / L = o, 39S . L= 7,70 / D.3gS= /�.S (L for ir.terception} � TRY: L _?' � ft. • - . �lL = 70 / /9 -S= ��3� a jy =. 3 3/ p,�3 = ��T 8 �Q = O, �'O � � . Q 7. � X D,S = 3, ° J G CFS (Intercepted} Qc� 7, �' - .3�� = j ��D CFS(Carryover) , �� � � • � -35- .. . =:;:; : : .. :. ..�:._,.. ; . _ . . •.;;: , ._� ------------------ - HYDRAUL I C ELEMENTS - I F•ROGF�AM FACF��:AGE *:. . . . . . . . .'. . . . . . � . . . . . . . . . . . . . . . . . . .'�•�. . .. . . . . . .�:'. . . . . . . . r :'. . . . . . . . . . . .��: . . . , . . (C) CooyriGht 19��,1986 Advanced Enc,ineering Sofitware CAESJ Especi�lly prepared for: COMMUNITY ENGINEERING SEF:VICES. IhJC. .....................'<:.................,..................,..,.,..:>'. .... ----------------------------------------------------------------------- Advanced Enc�ineeri�r Soft�var CAES7 SERIAL No. I�r095o VER. 2. =C RELEASE DiiTE: 21��?i �6 ..........., ...........................,....,.....,.,.:`�........,,...,,.r... } � -- �#������DESCRIF'TIQhl OF RESULTS� .� FLOW L�EF�TH AT CATrH BF�S I �J #"'� G/N,�' � L�� �. -� # # � � ##:�#�#� :'> :%:= :�•STREETFLOW MODEL T NF'UT I NFORh�AT I ON �:: ��:: •�:: •�:: --------------------------------------------------------------------- CONSTANT STREET GRADE ( FEET/FEET )_ . i� 1��c"�c ii � CONSTANT STREET FLOW(CFS? = 7.7c_i AV�F:AGE STFEETFLOW FR I CT I 0�1 FACTOR ( MANN I �aG )_ . U 15� ?�:�� � CONSTANT SYMMETRICAL STREET HALF—WIDTH(FEET? _ '�.i��i COhdSTA��lT SYMMETR I CAL STREET CROSSFALL ( DEC I MAL )_ , i;�i �c_�i ;i � CONSTANT SYMMETR I CAL CURB HE I C-,TH ( FEET )' _ , 5c i _ CONSTA�lT SYMMETFICAL GUTTER—WIDTH(FEET) _ �.i?i� CONSTAPJT SYMMETR I CAL GUTTEF—L I F' ( FEET )_ . c.�.? 1 �5 CONSTANT SYMMETR I CAL GUTTER—H I f�:E ( FEET )_ . 1 r5� ��? FLOW ASSUMED TO F I LL ST�;EET ON ONE S I DE, AND THEh�1 SF'L I TS ---------------------------- STREETFLOW MODEL RESULTS: ------------------------------------------------------------------------=--- ST�EET FLOWDEF'TH (FEET> _ . 4.=y HALFSTREET FLOODWIDTH_(FEET) = 1�.59 AVEFAGE FLOUJ VELOCITY(FEET/SEC.) _ �,9� F'RODUCT OF DEF'TH°�VELOCITY = 1.28 . � . . , � . . , � � . . . , . _ . . . _., . . . _ .. :. : ..._. _: ;. ' . . �. .,.... . ....���...__�, _ . 8//�/� � c. s. n �33 CURH OYI:NI\'G ( Int�:rcc}�tion ) , Givec�: (a) discl�ar�c (� 00 = �8� 3 �=r'S (b) strect slopc S= /. 2 d '/' (c) curb typc � �� �l (d) � half street �vidth = ,3Z ft. Solution: � y= O.S� �2 / L = p. 5� � L= /�,? / r'�`>� = 3S�� (L for ir.terception) � TRY: L �� � . ft. • • . I�I L=�'-� l.�S-9 = O- 50 a/Y = . 33/� -- 0.6/ Q /Q D �0 5�0 - . P Q /��3 X p� 6S(o �_ /2 CFS (Intercepted) . Qc= /8-,� - /2, 0 = ��,3 C FS(Carryover) � , �i -35- • � ----------------------- HYDRAULIC ELEMENTS — I F'FO�RAM F'ACf:'AGE .....':< :................................................ (C) Copyright 198�.1986 Advanced Enc,ineerinc, S�ftt•�ar� CAES7 Espe�=i�,lly prepa.red Lor: - CC�MMUhJITY EPdGINEERIf�dG �ERVICES, Ih�lC. ---------------------------------------------------------------------------- Advancad Enr�ineer Soft�yar•e CAES : . . . . . � . . . . . . . . . . . . . . SER I AL hJo , I��� �955 VEF:. 2. 'C RELEASE L��TE: �/���/8� �•��f ���-x��.�-D�SCR I F�T I GhJ OF RES�_ILT'o��*-��:.::.����-�--':--:.-�-:f��.�w :•:-��;�.x.� ��-�-�.�.�.�7•��:c-��.::,� .:.�-: -;. �- FLOW ��EF'TH AT CATCH BA � I N #.= _ L//V,� �� L�� :;. . # * �- iE �E- # :4 =?-?E -� -3F -iE� iF yE � :# �t yE # :f -ii� �F yf- �!- :� -!E �iF :# � -if� -7!� �?'r # yE :4 �?f� � :# � -?!- � � -?E � -3F -?� rt -iE rt # � -3f� �(- iF �F k aF �?f� -?F -3E -?4� ?!� # -?'r aE �?f- :k #'.{� :s. -;{. �;v,- aF =� .?r. x..y.;:. .;. �3E # �f--3F iE # �?f� �iE �3F # # �?f� �3f� -!F �3E� �3E �3f� -?f� �3F �?f� �Yr �E # �3(- �3(- �3(- # =ff� -� -3E �?f� :# -?E # # aE j(- �3f� -!F :�f- -?E -?h x- �,f# # ?E aF -?h :�F �F ?E �?!- -1E- -!(- a(- :�F- � -?f- -?f- # �3f- iF �?E� -?E # �c..�i. ;{ }; � Y. x. � y;. .rt- 'y'- .`� ;> %STfiEETFLOW MODEL I NF'UT I NFOF;h1AT I ON�:: ��:: �; ��; ---------------------------------------------------------------------------- GOhaSTANT �TREET GF:ADE ( FEET; FEET ) _ . � � 1 �S� �i? - C�7rJSTANT STREET FLOW (CFS? = 12. =�� AVERAGE STFEETFLOIiJ FF I CT I ON FACTOF; ( MAf�IN I P�IC.1 = .�� 15� �� �� � " �OPJSTANT SYMMETF; I CAL STREET HALF—W I DTH ( FEET )_ �'2. �:�C� CONSTANT �YMMETF I CAL STREET CRn��FALL ( DEC I h1AL )_ . i?�i?c ii >i � ��OhJSTAh1T SYMMETR I CAL CUF;B HE T GTH ( FEET )_ �� . 5c_i CONSTANT S`f MME�CR I CAL GUT7ER—W I L�TH ( FEET•) = 2. i�i � CONSTANT SYMMETF; I CaL GUTTER—L I F' ( FEET )_ .�_�.? 1 �S CONSTANT SYMMET�; I CAL GUTTER-H I F�::E ( FEET )�_ . 1 �� ��� � FLOW ASSUMED TO FILL STREET ON OhdE SIDE. AND 7HEN SF'LITS ---------_ STREETFLOW MODEL F;ESULTS: ---------------------------------------------------------------------------- NOTE: STREETFLOW EX.CEEDS T�7F' OF CURb. THE FOLLOW I �aG STREETFLOIJ F;E�ULTS AF;E E�ASED ON THE ASSUr1F'T I Qrd � THAT hJEGLI�LE FLOW OCCURS OUTSIDE OF TNE STREET CHAN�lEL. THAT IS, ALL FLOUT ALONG THE F'ARf::IJ�`f, ETG. , IS NEGLECTED. STREET FLOUJDEF'TH ( FEET ) _ . 54 HALFST.REET FLOODWIDTH(FEET) _ �1.�� , AVERAGE FLOW VELOCITY(FEET/�EC.) _ ._.94 � F'FODUCT OF DEF'TH°<VELOCITY = �.1:, �1 ' , � . C . B . � 3 S; 3 6 � ! `� -- ._. CURI-3 OYL•'NI\`G ( Intc:rccNtion ) , Given: (a) discl�ar�c (� /DC = ���2�/ CI�'S (b) strect slopc S= 0. 1�� ��� '/' (c) curb type �� � ,, / . (d) half street �vidth = ,�� ft. Solution; � � ,��, . : .. � ., - � ' � �� -- . -- o �-a y= ✓ G2 / L = D. 52 . �� L= 2 / O. SZ = 3� (L for interception) � , TRY: L /!� . ft. • " . . T- = �l 3S. = O��D � aJy = . 33/ �,S = D- �� � / Q = O, �� , 7f Q O� S� X id •� _�D�2 CFS (Intercepted) Qc= ��- Z' - /D� 2 = �� � CFS(Carryover) .�- 9 _ T _ ToT -� /iYTE�cC�'��1� Qr � �' y� ��,,; S 3� r� 3.� = 2 °� `� c � 1 �; i T� i,g ��'��; r,� r:; ;�� ;�� /� ,� c� � _ •, -35- ----------------- HYDF:AUL I C ELEMEhJ"fS — I F'ROGF:AM F'ACf�:AGE .............�......,�{......................,......:'�,......`•:..........,... (Gi Copyrioht 198?,1586 Adv�ncPd Enc,ineering S�ftwar�e CAES] Espe�iall_y pr•epar tor: CQ��1MUrJ I TY ENG I I`dEEF; I f�IG SEF;�! I CES , I NC . ---------------------------------------------------------------------------- - Advan�ed Enuineerin� Software CAES] .3EF: I AL hJo . I � �c_�956 UEFt. : : �C F:ELEf=;SE DATE: ^!^�i/Bb .... ..............::�:................................,. ��� OF F;ES�JLTS��:� �- FLOl1J DE�='TH �T CATCH BA�II`JS # =5 AND # =b L./�(E ��L� ;� # -� � � - x - ��� - ������ - x��:f - � - �� - x - :x�# - �� - �� - ?�� - ��#�-� - � - :�� - x��-��#�c--x--x��-�����-�#�-x--�-x--x����-�--�#aE��� : K-�������x-�#��� ����������:��:��*��:� x-�:�-x-�-�-�-� .�:� :��STREETFLOW MODEL I NF'UT I NFOF;MAT I GN���: ��:: �:: �:: ---------------------------------------------------------------------------- COtdSTAhaT STF;EET GFiADE ( f= EEl"/FEET ) _ . t �� �8� �O� � COhJSTANT STFEET FLOW ( CFS )= 18. ��� AVEF;AGE STREETFLDW FR I CT I GPJ FACTOR ( MAhdN I NG )_ .�� 15� ���� � C01'J3Tr iNT SYMMETR I CAL STFiEET HALF—W I DTH t FEET )_ ' 1. QO CONSTANT SYMME�'R I CAL STREET CFOSSFALL (�EC I MAL )_ . G 1 �t�� �� � CONSTA�JT SYMMETRICAL CUF:B HEIGTH(FEET? _ .6? COf�1STAIVT SYMMETR I CAL GUTTEF—LJ I DTH ( FEET )_ �, C�i r COIV�TAh�T SYMMETR I CAL GUTTEF:—L I F' ( FEET )_ . G= 1�5 COt�STANT SYMMETR I CAL GUTTER—H I F;E ( FEET )_ . 1 �5� �U FLOW ASSUMED TO FILL STREET ON ONE SIDE. A�lD THEN SF'LITS ------------ STF�cETFLOW MODEL FFESULTS: ---------------------------------------------------------------------------- STF:EET FLOWL�EF'TH (FEET) _ . 5�4 � HALFSTREET FLOODWIDTH(FEET) _ �7.8.=� ' _ AVERAGE FLt7W VELOCITY (FEETi SEC. )_ =, ci� F'RODUCT OF L�EF'TH°�VELOCITY = 1. b6 `-____________________________________________________________________________ , ,. Tc' LIMITATIONS: � ' �_ ��� i. Maximum length = 1000� `'\ Tc �� 1000 90 2. Maximum area = 10 Acres , 5� 900 80 a , � -. 800 70 � � 500 6 � Y ,n � 400 . Q � ►- 300 700 60 P � � 200 , � C v p . . 7 � ..� O n j C �... ` _ _"-- -----°�_ N - i�� � 600 Q ��---- - �-� -- -- -`o- -�. c eo E o �. o •'- -60 --__.._ -- 0 50 - - --- .o � c _ i" --- _.. m' E o .D 30 / � 500 �° ..__0 _____ _ __o _�—� . 20 % 9 0 (1) � °' �----= , ----- >, m � 35 o a� s . 10 �E v�- N , 3 6 �. .. K A' � a I I � 400 � 30 Undeveloped � �>> `-' Good Cover �° 2 " 12 � m 350 � 25 � � � o � Undeveloped c �•� � Fair Cover � � :6 �4 � _ .s � 300 � Undeveloped • �, �� ,= 20 Poor Cover �� � ' l21 15 � 19 Ph�K �I1�� ° • / � � � �- 16 �. ° � � 8 Single Family �, 250 E- 17 50 � � 17 � J �-. f6 (I/4 Acre) � � ; eo�-':r• �8 - = t o 14 Commercial 0� 19 � � o ; �(Pav � 20 Q , 200 �. 13 � o � � I 2 2 �� �'- ` w a c I 1 � � c ,�, / 2 5 � 150 �, K EY � � � 9' L--H Tc -K -Tc �. - , o 8 " 30 � EXAMPLE: . � r � (I) L=550�, H=5.0; K=Single Family.(I/4 Ac.) 3 � Development , Tc = 12.6 min. 6 100 (2) L=550�, H=5.0�, K= Commercial 40 �evelopment , Tc = 9.7 min. . 5 4 Reference; Bibliogrophy item No. 35. � '� R C�C ���� TIME OF CONCEIVTRATION _� rJYDROLOGY 1�1�ANUAL FOR 1NITIAL SUBAREA PLATE D-3 • w �Q �w�� � MM���M� ��� ��������� �MS�w���Y�M/w �� �����NM� ��� �w�������� w r�iiw i�i� i�i �w�wM�� ��� i � Ci::.....■■....�N .....M �......■... � • ° II .........��.....■..�..� . �� wwtw�w�t��A���M� � • . 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