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HomeMy WebLinkAboutHydrologic & Hydraulic Report I I I I I I I I I I I I I I I I I I I nr. i MARGARITA VILLAGE HYDROLOGIC & HYDRAULIC REPORT COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 23371-1 January 13, 1989 JOB NUMBER 10583L ROBERT A. STOCKTON Fl.C.E. # 33591 - EXPIRATION DATE 06-30-90 RICK ENGINEERING COMPANY 3120 CHICAGO AVENUE, SUITE #100 RIVERSIDE, CALIFORNIA 92507 ~~ ~ {f'., '"'.t ~ (Jh. ./ .9 t'{p. ~~~ \ ~T~"~C- I I I I I I I I I I I I I I I I I I I " ';";..;SYh CONTENTS: INTRODUCTION STORM DRAIN SYSTEM "A" HYDRAULIC ,ANALYSIS STORM DRAIN SYSTEM "B" INTERIM CONDITION HYDROLOGIC ANALYSIS HYDRAULIC ANALYSIS STORM DRAIN SYSTEM "C" HYDRAULIC ANALYSIS STORM DRAIN SYSTEM "D" HYDROLOGIC ANALYSIS HYDRAULIC ANALYSIS INDEX MAP 2. I I I I I I I I I I I I I I I I I I I INTRODUCTION: THIS REPORT DETAILS THE PROPOSED DRAINAGE SYSTEMS FOR UNIT 1 OF THE MARGARITA VILLAGE DEVELOPMENT. THE HYDROLOGY CALCULATIONS ,ARE INCLUDED IN THE HYDROLOGIC ANALYSIS ULTIMATE DEVELOPMENT, FOR MARGARITA VILLAGE RETIREMENT VILLAGE, TRACTS NUMBER 23371, 23372 AND 23373. SUPPLEMENTAL HYDROLOGY CALCULATIONS ,ARE PROVIDED IN THIS REPORT FOR INTERIM CONDITION RUNOFF INTERCEPTED BY SYSTEM B AND ULTIMATE CONDITION RUNOFF FOR SYSTEM D. STORM DRAIN CALCULATIONS ARE PROVIDED FOR SYSTEMS A THROUGH D. THE HYDRAULIC ANALYSIS INCLUDES CALCULATIONS FOR THE HYDRAULIC GRADE LINE, .PIPE FLOW AND VELOCITY FOR THE 100 YEAR FLOOD CONDITION. .3 I I I I I . , I ' I I I I I I I I I I I I I I i STORM DRAIN SYSTEM A L\ I" ~ - Ii 1/ :_ ;;,::.. ~M-~ :_=-:_:::.~:.::;;:=.::::::~::::::::::::::::::::;:_- =_ :..~::.;:::-:::" -.~:: :M:-:,;:- ~-:: .-:::::::'':;''::;;;H:::-::::_--:::;:':;'"';:':::::::::::::::::*"M._::- :::::::,M~:::':;._ _ ;:-. - ." _-'::'.- " ~-"_.. **..;: ::.:::.::::: ::-::;:.:;;..:::;:::::: HYDRAULIC ELEt~NrS I PROGRAM PACKAuE _.n___~__'___'__________________~=========_::::::::::=::::::::::==::::::::::=::::::::::==::::::::::::::::::::::::====::::::::::=======:::::::::::::::=== ':::1:::::::::::::::::::::: , (((((",),.... ..... "",'.'.' . ...... '.". ".",", ". '....',", '. '...,". ~~//////~~//////// .>.>.>.> .:. I I ." ...,. ." ..... .............. "'. t::~l~::~:::~~:~---:~~~:~- i (C) COp)!}" i ght 19E32 Advanced Engineering E3oftwE:i.Y"f:? [(:,E:!;] Especially prepared for~ RIC~ E~3INEERING COMPANY ';"';"';" '. .....'.......... ........... ..' ..... .> ....................... //..;'..;'/ I(((t((((((((((((((;~~:~~~~(~~~~~~~:~~~>~~;;~~:~>~~~~~.. .. l S~~IAL No: 105491 I ~~V. 2.0 RELEASE DATE,12/30/82 I , ............... ........ . '. '. '. '. '. ~ '. '. '. ........ /// ..../........ ,((., I r..... '.: .' .,' ~. ". ::. <. <. .... . : .: ::." :. :: :-."/.':">>:: ' , ....... ..... ..... ,..' " " ,......'. ....... . .....' . ::: .... .... ". '" ". .... ". ":. ~. ". '. I I I I ***~'~*****DESCRIPTION OF RE6ULTS**************************~'***************** 110j.'83L r. I I;:'E FLCll>J -- sn':EEoT "B" NClF:T/.1 [I\/D .jf [3TI~\ n'+'.:.lH~6'/ 'X' ~:::t::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: '>fIPEFLOW HYDRAULIC INPUT INFORMATI~~(((( I~-~;;~-~;~~~~~~~;~~~~-:-- 3.5;;------------------------------------------- , PIPE SLOF~rFEET/FEET) I ,===~~~~~~~~:~~!~~~2~=~~~~~;:~:::~~~~~~===================================== bRITICAL-DEPTH FLOW INFO~1ATION, I---t~;~;~~~-~~;~~~;~~~;-:------;~;~---------------------------------------- fRITICAL FLOW AREArSQUARE n~ET) = 9.460 fRITICAL FLOW TClP-WIDTHrFEET) = 1.474 CRITICAL FLOW PRESSLWE + ~mMENTUMrpOUNDS) = "-:P I T If":<"L FUJI,J "ELlY: I -'-\I (F-/=-E:'1- iCC,.": ) '" 1. ,01,." ',.,7".7 1M' _ I ,'I _ _ 1.._ M I MJL.... = . .., CRITICAL FLOW VELOCITY HEADrFEET) = 3.21 [RITICAL FLClW HYDRAULIC DEPTHrFEET) - 6.42 ~RITICAL FLOW SP8:IFIC ENERGYrFEET) = 6.55 ____L__________________________________________...._____-----__________________ I:~~~~~~~~~~~~~i~~~~~~~~~~~~~~i~~~~~~~~~~~~~~~~~=~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ORMAL DEPTHCFEET) - 2.85 , FLOW AREACSQUA~~ FEET) = , FLOW TOP WIDTH(FEET) = 2.723 Ll 0") r'- r---IJ" ['- 11(")1/[-' '-'-11/1 '1-' '-'11/ Jr' ._,. I,"~ .. I,~ -.'r< :":'~:Jt) . I';; n: ,,/.. V.n V ::. ''/ i . ' '. ""LJ .. \ )~:>) :~:: p.n~J \/ELDCITY(FEET/GEC.,) FLOW VELOCITY HEADrFEET) - /./YIWI',UL I C DEPTJ/ C n,ET) "" , n::CJUDE NUlvIBEF: '"' I 'l~' 'l~' "fj lt35 I I 47.::1.::::')" '~)'7 8. :-09 4 'a ~;j ~~.) " :2 ,::1, :I. c" ~::: 1~:5 4,,0f3:3 ~:3" [,~iD 1 " C!:;;:~B 5 '," ~PlT: T F r.-' ENEPF'Y (F-'-FT' ===f=~~~=~:===~~~=~=~~=~=:============~~~~=============-- I I I I I I I I I I I I I I -I I I I i i I i I , , ?/ ================== ~ . 1- - -- - - - I~ =="'====.= .,=== =.=~,.~ ~.' ,-".=:-,.,~-,~ ,.,.,.~= ~'=='====='=,-.~=====.,==='~ ==.====.==,="~==,=='"=,=..~, , HYDRAULIC ELEM~NrS - I PROGRAM PACKAGE I=~..~.:.~...'~...~.~.:.=...~..'.==..:=.'=..=.'.:.':~::=.==.=.':..:..::.::.:=:=========..-~'.~.'~.-~...-~~::'.=~..:'.::.::.~~===================== ~ . . ~~.~. .~. >>>~~~>>>>>> 1 1 (C) COPYl"ight 1982 Advanced Engineel"ing Softw21"e [AESJ Especially prepaved for: RICK ENGINEERING COMPANY j:::t:::::::::::::::~~::::::::::::::::::::::::::::::::::..__~~~::::::~~~~:~;; 1 i I' ': i <:: <: <: <: < / <. . ~~~~;,~,~ ~;d .: ~;~~1 ~ ~~::"; ~ ;:C1E;';:;;;~;'~';; t,;;[~;~;' ..' .... ......;,; . , S~RIAL No: 105491 REV. 2.0 RELEASE DATE: 12/30/82 I I 1 '(((~((;((((((<<<<"".~~</<<<<<((( I i i ****~*****DESCRIPTION OF RESULTS**~'***************************************** I. Jkj!'i03L. . " . PI~~ FLOW - STREET "B" NORTH END * * Sl-~ 9+51 TO 14+35.29 * ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: >>>>fIPEFLDW HYDRAULIC INPUT INFORMATIO~K<<( I---t~;;-~~~~~~~;;~~~~~-:---;~;;;------------------------------------------- flPE SLOPE(FEET/n~ET) = .0373 fIPEFLOW(CFS) = 136.00 I ~ANNIM3S FRICTION FACTOR = .013000 ~:: :~~ :::: ::: =f= ::::: :::~ :::: :::: :::: :::: :::;:;: ::::: ::: :.:::: ::::: :::;:::::: :::: ;:::: :::: ::.: :::~ ::~ ::: ::;: :::: ::::: ~~: ::;:: ~::: :::~: : ;::::::::: ::;:: :::: :::;; :::: ;:::: ::::: :::: :::: ::: ::::: ::::::::: :;::; :::::: :;;;: ::::: :::: ;::: :....~ :::;: :~. ..,. .... ..... .. .. :::: :~~: ::::: :.::: ::::: :~~ :~~: ::::: ::::: :;::: ::~ :::, ::.. tRITICAL-DEPTH FLOW INFORMATION, I---t;~~~~~~-~~;~~~;;;~~-:------;~;;------------------~--------------------- CRITICAL FLOW A~:A(SQUARE FEET) = 9.460 , CRITICAL FLOW TOP-WIDTH(FEET) = 1.474 , CRITICAL FLOW PRESSURE + ~mMENTUM(~JUNDS) = ~RITICAL FLOW VELOCITY(FEET/SEC.) = 14.377 CRITICAL FLOW VELOCITY HEAD(FEET) = tRITICAL FLOW HYDRAULIC DEPTH(F8~T) '['f"'["r I ,-. "L F-LOW cF..'..,.... I F ",-. .-'.IEF..'....v (. I-E-I'-'I'" I( ';... . '....r... .. .~:;"M :::. _' J. .... r.:'I\.':'~. .:1 T . . -~::: . .-~ ====t==============================================---========-- =========== I ~mRt1(\L--'DEF'TH FLO~J I~IF'ORI1ATIUN, ---r-------------------------------------------- ~ORMAL DEPTH(FEET) = 2.16 'L-I 0'.' AI,'I"A ('"rJl JAI:,:.".... 1'"1"1"1"', .= _ ~'\J .._. ........:... ..._ ..,. ... . ~LOW TOP WIDTH(FEET) = 3.404 fLOW PRESSURE + MOMENTUM(PO~~DS) - rLOW VELOCITY(FEET/SEC.) - 21.851 fLOW VELOCITY HEAD(FEET) = 7.414 ~YDRAULIC DEPTH(FEET) = ~ROUDE NUMBER = 2.848 .............. .>.>:>.>.> .... ~. .... ". ..... . ..... . ........'...:...:...:..:. . . . . ..... ....>.>.>.:: .> I 1 ,::1.7.::1.;] ~ '37 3,,21. 6~42 1;;;,,, ~:)~:5 (;, ~ :'::~ :,;:: 6122.18 1.83 ""\ 'r~' .. I $lF'EC I F I C ENEF:t]Y (FEET) - '3 ~;-, -:::;:::-.::::;;; 7=::::: ~;~::;:;:;;::::;; :~:::::: ==::::;::::::::: =::-.::::::::::::::::::::::::::::::::~::; :::;: ::::::::.~ ;::: ::: ::::: ::: :=~::::::::::;::;::::::;: ~ ==::::::::: ::~~;:;;: :::.~;;::; =:;:::::: ::: ::::: ::::: ::::: 1 1 I 1 I I I I I I I 1 I I I I 1 1 , : , ~;/ :::::::::;:::.::;:::;:::-~ :::.~::.~:::::::::::::::~::::::; :::::::::::::::::: 'b . I . . ---_..~. I===*============~~~;~~~;~=~~~~~~~;=:~;==;;~;;:~=;:~~;;;==================== ====~======================================================================= 1,.,:,,(<<<<<<<<< I I .'"""",'.' ," ,',' " ';, ,';. ",1.",. .. .... '. ....... ',', ',.,",..... '.",', I---r----------------------------------------------------------------------- , , 1<<<~<<<<<<<<<<((<(~~~~~~~~~~~;i~~~;1~;~~~;~~~;~;[AE~~. ::]EVEAL No. 10:54')I I<<F:::<<<<:<::<:<:::-~,::<~..J ........ F::ELE:\"::::~:::: :~:~~el/El2 . '. . .......... ..' ..' ..' ..' . .... .... " , , .;,- .:',' .:" .... .... .... .r ~., .... <. <. .:: <<<< >>>>>>>>>>>>>>>)' ........................), ~;. .". (C) C:OPYl"t9ht 1982 Advanced Engineelring So ft v.}-.:~.ir e [AEGJ Especially prepared for: RICK ENGINEERING COMPANY . ',' :'<.' ....:..:. : ::.' ';', : ': '.' '::. :. . ":. " ," .:" .:' .:' ,,' ,,' ,,' .,;' , .. ';,,>.,:.;:-.:= :> " ,','... .,' >>>>>>>>>>> '~"IO -Xc ~ .~. .><. .>.. ;(..i D E'Ei CR If:' T I Cl N Cl F r:: E [,] Ut.. T I':i", 'Hi'.lf .l(. * '1" .^. *.If.lf .^. * * "'"f'IO.lf .*.... ".~. .,. .ft. .rt. .;(..if .". .,. .~. .;; ". .ii. .)f.~. 'I.i. .ii. ". * .H. ". >;. ". '!i' 1 "A F.', IJ:'.', 1_ h \Ur ~ (F.Ii....i~:::B:t3) ':,' ~". ;~'lt'.: ~ :.~~~ ~~ ~;.: i~:.::~::.: i :;i~' ;~::I.:-:::lx.::I:). * *If _".,. >; ->f*.,. .i. .k;"" .,-, * ..... +,' x * *.,>f j,** * "". >;.H.H.H *,.:' Ix**~*****"******************.,x*******x**x***************x***x*********..**~ >>>>fIPEFLOW HYDRAULIC INPUT INFORMATION<<<< I---t~~~-~;;~~~~;~;~~~~-:---;~~~~-----~------------------------------------- ~Irr cl [J~I-.f-E-[--I-/r-I-I--I-. - -7~C~ (i-.' 1".'1:'_ W ..~ ["':' ( H ._":: I"::''::' ) .'-, . lLl,;J._!!!J PIPEn_ClWCCFS) = 95.00 1===~~~~~~~~=~~~~~~2~=~~~~2~=:==~~~~~~~===========. CRITICAL-DEPT~ FLOW INFORMATION: I---t;~~~~~~-;;;~~~;~~~;-:------;~~;--------------- , ~RITICAL FLOW AREACSQUARE FEET) = 6.966 tRITICAL FUJW TOP-WIDTHCFEET) = 1.205 ~RITICAL FLOW P~~E[']URE + MOMENT~1CPOU~mSl = >.1".' I .1- I '-'. A. 1 f--LO',J "1:'[ 1-)"-'. I -1-" ,'1"-1"["-1- . ""E.'-". .) == .,,,. " }_'. _t"I~_ ~ y_.M...._ I, ._._ /'_IM"'_~' l...:;,..G..:;,fJ - co '[ "f' - -'L FLOW VE'L (Jf' 1-"" 'IE-A[)' r-('-j-"'T') F"':. 1 U, _ - _ -. .. ...:. 'T ,- c.' I. ."'." . = r:~~;: I T I Ct'lL FLOt..J 11YDf~:AUI._ I c: DEPTH <: FEE::T) _0"' ~RITICAL FLClW SPECIFIC ENERGY(n~ETl - ====~=====================================~--=====-=-===~=================== I NORMAL-DEPTH FLOW INFORMATION, ---~I.[~I;:IA-I--[~)E=:~r:I;I~[~[~~I-;-:------;-~:~----- t M. ..- _. _I'..... _. . ..... ...tl , fLOW AREA(SQUARE FEET) = 4..89 fLOW TOP WIDTHCFEET) = 2.856 tLDW F~EBSURE + MOMENTUMCPOUNDS) - tLOW VELOCITYCFEET/SEC.) - 19.431 FLOW VELOCITY HEADCFEET) = l'IYlmAUL. I C DEPTII C [--EET)- ~ROUDE N~1BER = 2.617 ---.------.-.-------"'---. ..n _m .~.. _.. h_ ~... "'M ..... _ H_' _'_ __, __ .__ .n.' ~_. I I :31 :1.7" ~~c 2.EI'J 5,,70 5" '7e! I I I 3D38" 4::i ~'5 ~ Gb3 1" ? 1 <\ I - 1",,,,,=,E:~~~~~I_'~:__:~:f':i3Y (FEET) = 7 . 82 c,,/ I ! ----------============================================================ I I I I I I I I I I I I I I I I I \0 I I I I===~=====================================================================-- i HYDRAULIC ELEMENTS - I PROGRAM PACKAGE I<<<F<< '::<<<<<<<<<<<<<<<<<<<",.",,",",,"..",." ""<.", "., , : :: ':.,: ::' '::' >" ,,' ,.' I I j:::r:::::::::::::::::::::__________:_____~~_~__~____::))) . '~/"?///>>>>>>>>>>>> CC) Copy~- i 9f1t 1982 Advanced Engineering Software [AESJ Especially prepared for: RICY ENGINEERING COMPANY '. .....".. ............... ,'. ,..... >>>>>>>>> 1<<<t<<<<<<<<<<<<<<~~:~~;~~<~~~;~~~~;~~)~~;:~~:2)~~~~;})) .' E) E I:;;: J: r;L. No" I EI~)4'3 I RELEASE DATE: 12/30/82 ...............,............ ", ....>>>>>>>>> I ~. "'. I r.::EV. 2,,0 . '. . . :" ':" '}. .~. ':" ';" -:" -:" ':" ':" .~. ';" . . , ,','.'.'.".'.'.'.'." ," ," :" ':" ':-. ':" ':" ';" .~. ':" ':" ':" ':" ':', .......". ". ...... . :. :. ..:'..:'..:'..:'.,:-,,:-) " ',:'/.,:-..;.,.: ". '. '.' '.' ......"."... ". .......... . ," ," ,".".". ,".'.'.".' I I ****t*****DESCRIPTION OF RESULTS*******************************************~. I, J. 0:1'i83L (T Il_E, D 1 ,+) '," F' I ~'E F'LOI.J -., STI<:EET "r::" P-IDI<:TH [:I'm w- * ST~ 14+63.5 TO 15.t30 * j:::r::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: , "." rrIf-TF'IIJ'1 f-IY[)F-ALJI ]'- '111'-'1"1- '1"lf.-r'-IIA-r'IC-".... .> ..:'.> .>f "'1.::" .~.. Ii'.. <... ,,1_: \ r" J ,,1\' \..11< \' . JI'''<. <. <. <. I---~i;~-~~;~~~~;~~~~~~-:---;~;;;------------------------------------------- ~IPE SLOPECFEET/FEET) = .0350 ~IA:FLOWCCFS) = 49.00 I TAM~INGS FRICTION FACTOR = .013000 -===~==:===:=============:============:===:======================================= [RITICAL-DEPTH FLOW INFORMATION: I---t;;~;~~~-~~;~~~~~~~~-=------;~;~------------------------------.---------- , I!:R I TICAL, FL.Ol.j I\R[,t, (SnUAI;::E FTET) '" 5. 7(; J. tRITICAL FLOW TOP-WIDTHCFEET) '" 2.554 tRITICAL FLOW PRESSURE + Mrn1ENTUMCPOrn~DS) = 1T:f;;'rl-lr:\1 FIOI" 'JELor:IT"(F'["I::l- 'C'C,-: ) '" I)' ~"'r-: T .. - (~~ - ~ \- ~ - I.." _ / ,~)L~... . . . Q ,J'oU-J ~RITICAL FLOW VELOCITY HEADC~:ET) = [RITICAL FLOW HYDRAULIC DEPTHCFEET) - tRITICAL n_ow SPECIFIC EP-IERGYCFEETl - 11 )'5 w 94 1 w 12 ~~u 25 3,,40 I I I ====~==:===:===============:=============================-.._-_.._"-=~~============= I ~ORMAL-DEPTH F~OW INFORMATION: -_._~-_._------------_._---------------------_._----------------.------------------- I ~ORMAL DEPTHCFEET) = 1.31 ~LOW A~~ACSQUARE FEET) = 2.95 ~LOW TOP WIDTHCFEET) = 2.975 RLOW PRESSURE + MOMENTUMCPOUNDS) - ~LOW VELOCITYCFEET/S[~.) = ~LOW VELOCITY HEADCFEETl - '"\"',t;,'AI'1 '[ '-', DE" fyr'I...1 '''-E''c;,'--', I,l LI"'. ..J.... _ " "'1 .x.l. ..... ijROUDE ~~MDER = 2.934 i.6'76~ ~3FJ 16~5n9 4 ~ :;273 .,9'J \\ , -, I I 1= "'= ~ ~ ~:~ ~ ~;, ~:,= ~~ ~~ ~~ ~ ~ ~ r,~~; ~ ~ ~'"::, ='", '''''' =.= ,= = = ,,,::~ .:_, ~~~~= =, '" == =,~ "'= ",=. .,,_ , , I I I I I I I I I I I I I I i I I I I , 1 I I 8 .-.------------------ ------------------- \,7--- I' . n 1/ 1===~============~;~;~~~7~=~~~~~~;~=:=7==;~~~~:~=;;~~~~~==================== I.. "':';:-""""""""" ................ ...,.... I I ':, ';" ':..-;.. ", ':" <: ':" .~. ':" ':" ':" ':" <: ':" ." ..:'..:'... . :. ;...:.":,.,:. '. '. ". ',',", ..... . " .................. .... ': ": "'. "'. ~. ," ". ~. (C) Copy\"igf1t 1982 Advanced EngineeY"ing E;() ft ~.J'.::n- E~ [/,Ef3] Especially prepared for~ ?ICK ENGINEERING COMPANY <<<<~<<< .~.~.... ..... ~~~~~,~~~~<~~~ I---~--------------------------- . .. . . . . . . . .. ..... ......'.",'.' ,,' .... ":. ":. '> ':. .' ," .," .,' /..:'.,: >>>>>> ...)...,...... "1" . ','. '.". ........ . "', .... .~. "'. ............ ..... .. .",".",",". ". - . . . . . ....,..... :'.' .' .>.> ',".. .... ...... . ...,.. . ...... . .,'.',',' . ......... .... .~. ~;dvancE.d t~::EV" 2. t7J Engineering Software [AE6J ,3E:I<: I AL_ No. IliJ54'J I RELEA~3E DATE:i2/30/82 ......... ...<:.... ". ........< ". ". ::.<, ....:...:... ,'," ," '.". '. '... . ....... ','. ", ". "', /////........ . .' .,>> ,:'." . . . . ... ... . ..... . ," ,".". ,".",' ::-.> .'." I ****~*****DESCRIPTION OF RESULT8*~.******************~.~..~.********************* _. 10"5133L . PIh:: FLCH~ --. ~iTI~:EET "B" 1'.iC)i~:TII r::r\!D .. STA 2(~+i!)C1 x ****~*****************************~.*~******~.******~,************.~***,~*******il Ix*.~x..*****xxxxx*x********************..********x************************* }}}}fIPEFLOW HYDRAULIC INPUT INFORMATION<<<< , (FILE:, DI5) .~. I I I fIPEFLOW(CFS) = 46.00 I===t~~~~~~~:~~~~~~~~~~~~~~~~~~;~~~~~~~======-======== I---t;~~~~:~-;~;~~~~~~~;-:------;~;~----- fRITICAL FLOW AREA(SQUARE FEET) = 4.641 CRITICAL n_ow TOP-WIDTH(FEET) = 1.521 il"'I1'I'-'L r-LOLJ l-r'----.'LJr[-- "[-1'1'-11-'-11'1 T[JUI'j)C" I~.:'< . L1"'1 M" V' "'I';~t::.~Jt!) r<::. + !"I_J"(:.\ I .~i"" (I'" -\j.w);;:'~ ~RITICAL FLOW VELOCITY(FEET/SEC.) = 9.911 ~RITICAL FLOW VEL~:ITY HEAD(FEET) = ~RITICAL FLOW HYDRAULIC DEPTH(FEET) - ~RITICAL FLOW SPECIFIC ENERGY(FEET) - ---r------------ -------------------------------. PIPE DIAMETER(FEE~) = 2.500 ~IPE SLOA~(FEET/n~ET) = .0130 ., ..... ....." .....~,.,.".."...._- ........- .-...-........ _..._--_._-~-------_.._""'_... :!. iH';::),,:::';""? 1" ::i:.:J :3.05 '"; "'1-7 ,::1" Ii --_.__._---"-~_._--------------------------------------.....-..-..- ---------.--.-----------------.--------------------------...-.----...-.-..- ...H._.~~..._._.. ..... .._ "'H.'_. _....~H.._ .~n 'n', I NORMAL-DEPTH FLOW INFORMATION, -- ..- -.+ .-. ..... ..-. _... -- ...- -... -- --. .-. ..... .-. --..... ...- ...- ...-.- --. .-.. ..-. ..-. .... .-. -- --. ..- .-. ......... -... .-- ..-. ~URMAL DEPTH(Fl~~T) = 2.01 I It-I (J'.) ';I:;'c", (<:,":1{JA. '.,'I~ I:Cr-[7-r') ..- .':1. ";.,,[ I _ -- l( f" I .L..r! . '- U... 1. "H _...~. . .,.~ ~L[)W 7()O WID-rf-I(CCI=-I-) = .[ CI:I~ Ii .. 1 ". I , .1 1...._.. . . " j ..ILl fLOW PRESSURE ~- MOMEN1-LJM(POUNDS) - ~LOW VELOCITY(FEET/SEC.) = I ~LOW VELOCITY HEAD(FEET) = ~YDRAULIC DEPTH(FEET) - ~.14 ~~OUDE NUMBER = 1.309 I 1210. ,sri 10. 06~1 :[.0:31 \:? 1"- ,." I /0 .. - ". - -" - - - -, \. . -'. ," '"... ... ISP~CI~I~ ~NERu{lfEE,) = ~.84 ===+======================================================================== I I I I I I I I I I I I I I I I I I \tJ.. .- I~'" . . / / ~~~~~-~==,======~~=~=~==~~==~========~~~=~=~~~.~~~~~~=~-=~================== HYDRAU_IC ELEMENTI3 - I PROGRAM PACKAGE 1/// ~. "'. ". I I I<<<'r:<<<<< ..:<<<<<<<<<< ". ..' ..' "''':'':'': ':. ". ". .....: .:<< . : ::.:........... >>>> '. ............ . . ......,...,...,...,...,..,. '.' ......,. :":'.>>>..'.: I<<<'!::<'" ". <". <<<.:'<< ..:<....,.~~~~;:C~d ". .. .'<": ..:<< >>>>>>>>>::-::.... ..' ..' ..' ....:::: >>>>>>>:., >>>>>> // I , I I ~ ~ ~'" '" ~ ~ ~ . ~ , ~ " ", ',," " " " " " ///............ . ....,.... . . ..................................: //. . ..........;.. . . ~<<<<<<<<<<<<<~/<<~<,~~<<<<~< (C) COPYY' i 9f1t 1982 Advanced Engineering Go f t hi.::\ j'- e [{~,ES] Especially prepared foy: RICK EM31NEERING COMPANY f:::E:V. ~,:. kl Engineering Software [AESJ SEF:U,L. 1\10. I054'JI RELEASE DATE: 12/30/82 ........ <<<<<<<<<<<< ..... . " :. <. <. <. <. <. :" ':" ':" ':" . .;. ", < -:'. .... ':. :: :: :: ~ >:. >-:. :. :. :. :. :: :: :>:: :: " " " " . . . ,',', ':'" >>>>>::.>>........... , ***f****~.*DESCRIPTI(JN OF RESULTS***********~"~****~'************************** 1* 1p'5f33L (FILrc::, [;1(;:, ". * ~~~F'E/l,~~~ '~'....s'~r:::r::;~:",~' B" "".~.I,CJf~:'TII E:I\ID .)f * ,;:irrA ....D Ci'J~lg 10 ........ ~1,,_...... .k 1:::[:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: >>>~PIPEFLOW HYDRAULIC INPUT INFORMATIO~K<<< I---~------------------------------------------------------ I F"If""'" DI 'I'I[-'r'[-"-' 'F"I"'[--f" .... .... ,.,,,,,, .. L;' f'j \.: :,p:. ( . :.:~. ) ..... ..::'.. 1..!.I\O\iJ I PI Pl: SLOPE (FEET / n:ET)'~ . (j6(;4 I PIPEFLOW(CFS) = 33.00 MANNINGS FRICTION FACTOR = .013000 I I I I I I I I ..DEPTII r:'I.. OOJ INF'm~:t'1,;},TION:: I CRITICAI_ CRITICAL CI'::I T ICp,L CI'? I T I C,\L I CRITICAL I cr::: I T I CAI_ , I CF:ITICI'''- CRITIC(>"- DEPTH(n~~) = 1.90 FLOW AREA(SQUARE FEET) = 3.084 FLOW TOP~WIDTH(FEET) = .867 FLOW PRESSURE + MOMENTUM(POUNDS) = FLOW VELOCITYCFEET/SEC..) = 10.701 FLOW VELOCITY HEAD(FEET) = FLOW HYDF:AULIC DEPTH(FEET) - FLOW SP8:IFIC ENERGY(FEET) ~ DC:!." ':l~':; 1" 7f:3 :3.. 56 :)"CH .......m._...........,....__.._....._..... ..................-.....-..-..............-..... NORMAL-DEPTH FLOW I~~~JRMATION, Nom1AL DEPTH(FEETl = 1.08 FLOW AmC::A(SQUAF:E FEET) - 1.73 FLOW TOP WIDTH(FEET) = 1.994 F~_OW PRESSURE + MOMENTU1(POUNDS) - FLOW VELOCITY(FEET/SEC.) - FLOW VELOCITY HEAD(FEET) = 1-IYDF:,',LlL I C DEPTH (FEET:O =, FROLlDE NUMBER = 3.G24 1;:72.71 l'J..12'J 5"GB:2 .07 ,- \"'::> I- I iSF'[:CHCIC ENEr:::13'((FEET:> '" 6.76 / Z- ===*======================================================================== I I I I I I I I I I I I I I I I I I \(p CCl COPY1-ight 1982 Advanced Engineering S()ftwi::il'"e [PIES] Especially prepared for: RICK ENGINEERING COMPANY Engineering Softwal~e [AESJ L,EJU ,'1l_ No. I 054'3 I RELEASE DATE: 12/30/82 eel. ,;l3 1 p 7D ]a~j6 ,.... "'r\ ,::JaDC:'; NORMAL-DEPTH FLOW INFOF~ATION, I NORMAL DEPTHCFEETl = 1.08 FLOW AREACSQUARE FEETl - 1.73 FLOW TOP WIDTHCFEETl = 1.994 FLOW PRESSURE + MOMENTUM(POUNDSl FLOW VELOCITYCFEET/SEC.l - FLOW VELOCITY HEADCFEETl = 1.]'/Dr:::l\UL I C DEF'TI"'I~: r-~::ET:J ! FROUDE NUMBER =: 3.508 1 :26') a 4EI 1'3.074 ~S" 6~.50 " EL? \1, I cF"-'-' TO- I ,.-, ENE-['" -,,, " --EE'--' /1 w'C._..Lf"._' .... -";I"",I'~"I) :::: ,r -y..... ._...... .. J" I..::J ===~=====:=================================================================== I I I I I I I I I I I I I I I I I I \~ I I I I I I I I I I I I I I I I I I I 1__ - : STORM DRAIN SYSTEM B \1\ I<<<t<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>> , Advanced EnqineeYinq Software EAESJ , -, - SERIAL No. 105491 RELEASE DATE: 12/30/82 ***~******DESCRIPTION OF I'~ 1 1~'3!J:3L" " 1",IIf"'[.' F"I f)'J "TF'EET" "'." .,.:. .- I .. n: ,.....~... - ..:.1 ..;..... '" L * STA 19+83 TO 20+00 I ' I (C) COpYi'~ i ght 1982 Advanced EngineeY'ing FJoftl..J';\l"E' CAE!3] Especially prepared for: RICK ENGINEERING COMPANY ..... . " ................. ....>>:>:> >>>:> REV. :::" 0 ':,':.':,'1.", ". . (: .:' ::'<<< ;,,<</ <.... -,' .... ....:..-.... >.:.- >- >:>:>:>::.-:> > >:>::: .," ::: "':: .:'.- /.,- .,:,,: ", .... .~. . ,',",'.'.' ,"." ...... . ......... ......... RESULT8******'~**************'~**********~'*********** (FILE::Cl) .J.:. "il" "fl" I:::t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: >>>~PIPEFLOW HYDRAULIC INPUT INFORMATIO~K<<< I---t~;~~-~;~~~~~;;~~~~;-:---;~;;;------------------------------------------- !PIPE SLO~~(FEET/FEETl = .0050 I F"[ f-'["'!-! [lll ' '"'I-L" .- ., ,'".."'. c'J' 'J '.. .. b:"._.. ^. (Co",:)) - .L~::~::'~ \(.Il. IMANNINGS FRICTION FACTOR = .013000 I:::r~~~~~~~~~~i~:~;~~:~~~~~~~i~~~;:::::::::::::::::::::::::::::::::::::::::: ~NORMAL DEPTHCFEETJ ~ 3u27 IFL_OW AREACSQUARE FEET) ~ 12u37 FLOW TOP WIDTH(FEETl = 4.013 I FLOW ~~ESSURE + MOMENTW1CPOUNDSl - FLOW VELOCITYCFEET/SEC.l - IFLOW VELOCITY HEADCFEETl = I HYDRAULIC DEPTHCFEETl = FROUDE NUMBER = .990 , I I- I I I I I -_._~.._.._._....._._--------._------_.._.._-_._----_.._-------------------------_._------ .----r---.-..-.-----------------------------..----------------------------..--.- ICRITICAL-DEPTIi FLOW I~~ORMATION: --r-----.------.----..-----------.----------------------------.--.---- iCRITICAL DEPTHCFEETl = 3.25 CRITICAL FLOW AREACSQUARE FEETl = 12.304 CRITICAL FLOW TOP-WIDTHCn~ETl = 4.030 CRITICAL FLOW PRESSURE + MO~~NTUMCPOUNDSl = CRITICAL FLOW VELOCITY(FEET/SEC.l = 9.915 CRITICAL FLOW VELOCITY HEAD(FEETl = CRITICAL FLOW HYDRAULIC DEPTH(FEETl - CRITICAL FLOW SPELIFIC ENERGY(FEETl - -- _. -- -. - -.. -. _.- -...- .... ..... -- -. -.. -- _H' _H' _....._ _.._ 34:':j'::!'N ,::I.':} :1. N ~33 ~3 N 0~~} 4",?FJ ~:J4~j4 ~ 02 9"lJEl 1,,510 3,,08 ZfJ I___!_:~'~~~:~_~~~_I c ENEPCiY (FEET) 0" 4" 78 Z / --.-.r------.-~======================================:=========================== I I I I I I I I I I I II I I I I I I 1.-\ I 3 t. =, 0., "~='" 0., =,= '" co = = == = = ,= = ,= = = =, = =,,= ,= =, = '" =, = ="" ,= ,=" """ '" '" =" = =, =,,= =, '''== = = "'"' ="''' =, = = === ,= = =c= ==, = = co=, ==" . HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1< ... ". .,.: "" .:' .( '. .... ....:: < .:: .:: .:: < < < ". ". "'. .... '. '. '. '.. '. ':: . . .:: < < < <: ..' ..- .: .: ... .... .>.>.> ..,. .> i' .> ....::- ::- ::- ::- ::- ::- :> :> :> :> :> :> :> :> :> ::- / / I I I ' . . . . .. - .. .. .. ... ... .... .- .- ... -. .... - .... .... .... -.. ........ .... ... ... .... ... .... ....... ... .... .... ..... ....- -. ..... .... ..... .... -. - - -.-.-- ...........,._........._...........____.....__............._......m..... ... .... .... ... i ," ." ," " ," .' .' " . .. ." '.' ," ,.' ,.' ,,' .." ~ ., .. . '. '. ",.',. '. '. " " '. " . ..,. ..,. ..' ....:. ....:. ....:. ....:. ....:. ....,. ....,. ....,. .".., ...., .'." ....:. ....,. I~~""~'("" . <:<~~~~:~~~~. ...=""'. ." .',//" ....... , I.,. .' ..' .:. ..' ..' .:: ,.. ". ". ". _. ". ". .:: '. '. '. <: <: <: / '" ". .... .. ......... .... .. . . . .":> ",.:>:>:>:>::- '. '. '. '. :>:>:>::- I ***t******DESCRIP'"ION OF RESUL_TS******************************************** , * 10583L rFILE=C2l. I'K P~F'E FUll,) ... ETPEET "C" * STA 20+00 TO 20+70 I***~**********************~************************************************* :>>>>PIPEFLOW HYDRAULIC IM~UT INFORMATIO~K<<<: . I'--"~T;'~;~,~-;;~~~~~~~;~ r~~;~~~-- ~~.. .... ~''-;~~-----------------'''-'' - ..--.. .. .. . .. ... " .---. .......... ...--------- - -.. IF'II~E' r' (JFC(F-E=~'I'/f~E'I=l'l = Gj~~~ . .. ,;)I..~ '-. ...1:., _ HM . n on J;JMMl[J Ip'PFnOW(~FCl = 77 PO I J. ~. - . H' ,.J. f I " ..1. I===t~~~~~~~~:~~~~~~~~~~~~~~~;~=;~~~~~~~=,--~================================ I--..--t~;~~~~=~-;~~~~;~~~~;-:------;~;~--------------------..------------------------ !CPITICAL FLOW AREArEOUAPE FEET) = 8.094 ICRITICAL FLOW TIJP-WIDTHrFEETl = 2.880 ICRITICAL FLOW PPEEEUPE + MOMENTUMrPOUNDS) = ICRITICAL FLOW VELOCITYrFEET/SEC.l = 9.513 CPITICAL FLOW VELOCITY HEADCFEETl = 1.41 ICPITICAL FLOW HYDRAULIC DEPTHrFEET) - 2.81 CRITICAL FLOW SPE~IFIC E~~RGYrFEETl - 4.15 ===f================================================================,====..-- 11\1['1"1'1"[ -.nE'F"r'l F'I ('J' J I (\IF'('f;d"1 :. ....]. [','.,., I-.---~-~~_:_=-~~--~-_:.~~-----~~~~~~:~:_-_._-------"-----------.--.--....--.---.----------.-- [NORMAL DEPTHrFEET) = 2.83 FLOW AREArEOUAPE FEET) = 8.34 I FLm',1 TOP WI DTII C FEET l .... :2.1'0;2: IFLOW PRESEUPE + MOMENTIJMrPOUNDSl - IFLOW VELOCITYCFEET/SEC.l - 'FLOW VELOCITY HEADrFEETl = 'I HYDR:,t',UL. I C DEF'TI {C FEET) ,= FROUDE NUMBER = .935 I I I I I ============================================================================== CCl Copyt'19ht 1982 Advanced Engineering Soft\.-Jilj-"E' [f\ES J Especially prepared foY~ PICK ENGINEERING COMPANY ':"":" <<<.:: .:':'~':' .:' <<<<<< <"':"<< .. ",".", " ,,:-,,:,..:.) /..- >>>>>>>> '.:".:'';.,':. "... . ...... .. ,',' ," ,".".' ,'.' ....... . F:[l.J~ ::?" 0 Engineering Software (ACS] f-3F:F:~ I AL No ~ I !2)~54':j I RELEAEE DATE: 12/30/82 >>>>>>>>>> .J-f- .* *-*****..*****~.***************************************~.~***~,~.***************** .-',(7, "1 r --'r~ .,::.~~!''''Q" 1:J.....1 :2 ~~j ~~S~?i .. :;~: ~3 'J ~ 2:34 1.. 3:;;::,-:/. 3.. 0::': "]..1.- I I iSF'ECIFIC ENEF:13Y(TEET) = 4. 16 ~/ ===~======================================================================== I I I I I I I I I I I I I I I I I I p i ~ I===~=======================================================================~ HYDRAULIC ELE~~NTS - I PROGRAM PACKAGE (C) C:()PYi'":i. flht 1982 Advanced Engineering E.;o'ft~^}al"'e [t':l,ES:J Especially prepared for: RICK ENGINEERI~3 COMPANY ............... ..... . . .,':..",'. ...... ......,' " ....,. "',", ............... :.:. :. .... " :. :. ~ ;. ......... ...... .' .' ..............:.//......:.).........> Advanced Engineering Software [AESJ f;iO',:IAL No. IW34'31 RELEASE DATE: 12/30182 PEV. :2" n " ................. .. .................. ...... . //.................... ............................ f-" ~**t:*****DESCRIPTION,OF RESULTS*******************************~'************ I". 1 (lb 8:3 1... (F.ILE, (3) .;j. * P~PE FLOW - STREET "C" _ * S~A 20+70 TO 21+87 * ~,**~*****.********~.***.~**************~.******************~'*********0~********** I***~*********************************~.~*****************~,~,****************** >>>~PIPEFLOW HYDRAULIC INPUT INFORMATION(<.. , I---r;;~~-~;;~~~~~;;~~~;-:---;:~~~------------------------------------------- PIPE SLOPE(FEET/FEETl = .0100 PIPEFLOW(CFS) = 66.00 MAMQI~3S FRICTION FACTOR = .013000 I I I I I I I I CRITICAL-DEPTH FLOW INFORMATION: C:F:ITICAL Ck I T I ,:::,t, 1... CR I T I C:{\L CI? I T I C,',L CP I T I CI',I... CF:ITICAL c:r~: I T I C:/1L~ CI? I T I C,\L DEPT.,jCFEET) = 2=60 FLOW ARFA(SQUARE FEFT) = 6.509 FLOW TOP-WIDTH(FEET) = 2.039 FLOW PRESSURE + MOM8~TUM(PDUNDS) = FLOW VELOCITY(FEET/SEC.l = 10.140 FLOW VELOCITY HEAD(FEET) = FLOW HYDRAI..LIC DEPTH(FEET) - FLOW SPECIFIC ENE~3Y(FEET) J "/E;t:~ u :::'1 1. roD 3.1'3 ,:f." :~~I2i NORMAL-DEPTH FLOW INFORMATION, iNORMAL DEPTH(FEET) = 2.43 I FUJW AREA(SQUARE 8~ETl - 6.14 I Fl..mJ TCW' WIDTH(I"EET) .... 2" :3,5:2 iFLOW PRESSURE + MOMENTUM(F~UNDS) - I FLOW VELOCITY(FEET/SEC,,) - 1Ft_OW VELOCITY HEAD(F~ET) = : i,'(DFU\I..JL I C DET'Ti I (nOET) iFROUDE NUMBER = 1.174 lU(JQI" 74 1 [,j " 7~)7 1 = "l'a] :2. Cl -z.A.. , 1---' 1_____._~~~E?~:=F:~c ENEI,:iJY (FEET) =, ---~_._----~--==~=======~======; ,;+.. 23 h ..;;::;:;~:;-.:; ~::: :::::::.~ ~-~: :::::;;:; :::: :::~::::: ::::::: ::..::;::::::::;;;:; :::::::::::::: :~~~"':;.:::: -::._ _H. _:: _":;::_ __ _ ':::= -::.: H_,::'~ _ ~ _~ ;::::_:;:;;::;;; .=::::: ::::: _':: _:: ON: I I I I I I I I I I I I I I I I I I z.:5 I- i I",~ ~ l :r: ~: ~ ~~: ,= :~:~ ~ ~ ~ ~~ =:~: ~ ;:~,~ ~~'" .o~~,~ '" =,= = == ~.:= ~ ~ = '" =, o"~".,, ". '" =, ~~ "'" = ,=,.~ = = === ~ ~ == ~~ = = === = ,= I I I I I I I I I I I I I I I I I I -z,(p I r ~ i / Z I ~::::::::::::::::~~~~~~~~~~:"~;~:~~< :T,~~~;:~;';'~~~~~~; ,:::::::::::::::::: I.. ". :]'. .' ':<:<<.<.": ('. '~"" ".' '" ....., < '.... ':.' .:. '':'' :.: ':;';'.,:. .>> >>:., .,: ..' : .', :., >:":"":. ..' .......>...:..>>>.: . I I I- -. -- "i. -- ..-. --. -..._- -- - -- _.- - -- ........ -" -. ..... ".. -. .-. -- -"" .-.. ..-..- -.. - -- .-- --.-""- ---..--. .-- -- -- -- ._-.-- - ..- .-. -- ..-.- -... -.- -... _... -.. ..-. -... -... .-- -- .---. 1<((<(((<<(<<<<(<<<<(<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>) Advanced Engineering Softw0ve [AESJ ; \:;U,: I (,1._ 1\10. I 054'J I REV. 2.0 RELEASE DATE,12/30/82 ***t*****************~.***~.********************************.~***************~.* 1...4*************************************************.********************** >>>~PIPEFLOW HYDRAL~IC INPUT INFDRMATIO~K<<< I---T;~;~-~;~~~~~;~;~~~~~=---;~;;;------------------'----------------------.. IPIPE SLOPECFEET/FEETl = .0337 iPIPEFLOWCCFS) = 11.00 iMANNINGS FRICTION FACTOR = .013000 , ===~=:===============================:.. --_.-=~--==~-_._----=================== iCRITICAL-DEPTH ~_OW INFORMATION, t--------------------.---.------------------------.. CRITICAL DEPTIiCFEETl = 1.19 CRITICAL FLOW AREACSQUARE FEET) = 1.947 Cr.:: I T I CAI._ FLm~ TOF'--~~ I DTH C [,TET) 1. 'J64 CRITICAL FLOW PRESSURE + MOMENll]iCPOUNDSl = CRITICAL F~OW VELOCITYCFEET/SEC.l = 5.650 CRITICAL FLOW VELOCITY HEADCFEETl = CRITICAL ~_OW HYDRAULIC DEPTHCFEET) - C~ITICAL FLOW SPECIFIC ENERGYCFEETl - I NORMAL:-DEPTH FLOW IM~ORMATION, _._-~---------------------------------------------------------------------------- 1 INORMAL DEPTHCFEETl = .70 !F~OW AREAC~)UARE FEET) = .99 iFLOW TOP WIDTHCF~ETl - 1.910 !FLOW PRESSURE + MOMENTUMCPOUNDSl - IFLOW VELOCITYCFEET/SEC.) - IFLOW VELOCITY HEADCFEET) = IHYDRAULIC DEPTHCFEET) = IFROUDE NUMBER = 2.740 I I I I I I I (C) 1982 Advanced Engineering S()ftv.'Etrl-7~ [AES] Copy\" i S]ht Especially prepared for~ RICK ENGINEERING COMPANY ;.:(1(~~<<<<<<<<<<<<(<<<<.(<~(~~~~~// ;::<< >>>>>>>>>>.:. ..:.>>> .....:..::. >:: >>.:.:..:: :. .: '> '.:. ..~ ..;. .> ..:. .... '.. //....,. . . ............. ............ .' .. ..... ...........' ...... ....... ~"""""~,~"~"'/......../~ >>>>>>>>>>.:;.':: . , /........ .' .' ',,' .Il. .* 1 t3:~". 7:l ~ ~~5(Z) . '')9 1.6[3 ~-:-~5CI ~ k~3 l:t" 156 1.. 'j:3C r.::..M\ "..,J.,;:, z.,1. I I .__.J:r::[:C~~F~~I=:_:~~:::'=i~(~F~:r=~_:~_..= 2.64 / ~ -.--T--------.----------------=================================================== I I I I I I I I I I I I I .i I I I I I ~ I I I I I I , I I I I I I I I I I I I ' I I STORM DRAIN SYSTEM D z,.~ I . : I 1.,"""='':'=''''''='''''''================'''''=='''''"''==''"'==''='"'=====,='''=,==,,~==::=,=='''''==:=,====,=,=='''~=======,=,== I?A T I OI\IAL METHOD HYDF=:DUJGY COl1PUTf,R F'F:OGFW1 BASED ON , RIVERSIDE COUNTY FLOOD CDNTF:OL & WATER CONSERVATION DISTI?ICT I : (RC~C&WCDl 1978 HYDROLOGY MANUAL ===~======================================================================== 1<<<1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>) I ,,",',',',',', . ,',',','.',',' " ...... . >>>>>>>>>>'} .;. (Cl Copyright 1982,1986 Advanced Engineering Software CAESJ Especially prepared for~ I 1<<<1<<<<<<<<<<<<<<<<<<<<< I,:ICI< ENCiINEEI?ING COI'WM,IY ............... <: <: <: <:.{ '... .. '..,.,',',. . ...... ..... ........ ....." ',',',',', " ......... . >>>>>>>>>>>> , 1***t******DESCI?IPTION OF RESULTS**************..**************************** . 1~=8~L .. ~. r~J0 ~ .*. !?,pNCHO CAL. I FOF:r\1 I A F:D I Sn::F~ET "(:>," .,. 1* st A 12+3~5 L T "- STPEET II A II ) .*. ***~************************************************************************ I 1---1------------------------------------------------------------------------ USE!? SPECIFIED HYDROL.OGY AND HYDI?AULIC MODEL INFOI?MATION: I I I I U$ER SPECIFIED STORM EVENT(YEAl?l = 100.00 SfECIFIED MINlffi~1 PIPE SIZE(INCHl = 18.00 SfECIFIED PERCE~IT OF GI?ADIENTS(DECIMALl TO USE FO!? FRICTION SLOPE - 10-YEAR STORM 10-MINUn~ INTE~~ITY(INCH/HOURl = 2.350 1$-YEAR STOI?M 50-MINUTE INTENSITY(INCH/HO~?l = .880 1$0-YEAR STORM 10-MINUTE INTENSITY(INC~/HOUl?l - 3.480 l~O-YEAF: STOI?M 60-MINLITE INTE~SITY(INCH/HOUF:l - 1.300 SLOA~ OF 10-YEA!? INTENSITY-DURATION C~?VE = .5505732 , S~OPE OF 100-YEAF: INTENSITY-DURATION CUF:VE = .5495536 C~MFVTED I?AINFALL INTENSITY DATA. , STORM EVENT = 100.00 I-HOUR INTENSITY(INCH/HOUl?l = 1.3000 S~OPE OF INTENSITY DURATION C~?VE = .5496 . '3111 1< < ::l:':i:'~JI:!~, 1:1:~::I~~~[;":il' < 1'1:'I'<LI~L .' "C "--:~LUEi;.. UGEoD . ..... ." ." . .... ..... > > ......... ::. '> "~ '> ";. "; >>:': >>>';. I I <<<t<<<....... :.<.... ...<.....:......<.:<<< ,.......... ..... ". Advanced EngineeYing Software CAESJ SO?IAL No. 100931 !?ELEASE DATE. 2/20/85 VEF:u 3.3C ~~~~~<<>>~~>~>>>>>~~~ .... '.',', ,',' ," ," ," ,",' ..... . ..... . ........//........... " " " " " ~ ," , i , I ~ ""'" ,,,, """ " , ", ,-.,. ,." ,.., "". ,." ,,,.., ....,.., "'-' . ,.,." ,', ww*t*~~**,*~***************~***~********~*********~.********~**************~** FL.OW A?OCEBG FROM NODE 1253.00 TO NODE 1254.0111 IS CODE = 2 I--;f;;;;~~~~~~~-~~~~~~-~~~~~~:-~~~;;~;-;~;~;~~~~~~~~------------------------- ---~---------------------------------------------------.------------------------ --_._-----_._--------_._._~._--------------_._-----------------.---.------------------- I I ASSUMED INITIAL SUBAREA UNIFORM DEVEL.OPMENT IS COMMEI?CIAL n~ - K*[(LENGn~**3l/(ELEVATION CHANGElJ**.2 I~ITIAL SUBAREA FLOW-LENGTH = 50.1110 !P I I I I I , i i U~STREAM ELEVATION - 1220.00 DOWNSTREAM ELEVATION - 1219.50 EtEVATION DIFFERENCE = .50 Tn = .303*[( 50.00**3)/( .50)]**.2 = 3~641 CQMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100.00 YEAR RAINFALL INTENSITYCINCH/HOUR) = 5.093 Se) I L, CI._,~:3tl I 1:- I CA T I ON IS ii C ii CQMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8905 SijBAREA RUNOFFCCF~) - .45 TQTAL AREA(ACRES) = .10 TOTAL RUNOFFCCFSl - , 2- .45 ***f****************************************~'***~'*************************** I F~OW PROCESS FROM NODE 1254.00 TO NODE 1252.00 IS CODE = 6 ---+---_._-------------~-----------_._-------_._------------.----------.-.---.--------- >~>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< I===t~~~:===~=:==:~=======~~~:=;====~~~~~~~~=~=~=~==~=:==:===~=~~============ U~SI~~AM ELEVAIJON = .Ll~.~0 UUW~Ql~EAM lLEVAIIuN - .lj~.00 STREET LENGTHCFEETl = 1040.00 CURB HEIGTHCINC1ES) = 6. STREET HAU:-WIDTH(FEETl = 17.00 1 I I I I I I I I Df-"-AhJ-I'- 1-"-111 -I-"J'III TCl -I-'O"-"I"^II -'" 'III-Tel"^[' . ~~~I~~~ -~l,~_C~~~\~o' L~.~~~~__ ~~~_=dr<~~~ = [NIE~lW, SIREET ~~OQQFALL(DE~IMAL! - ._~~ IJIII'I-'" '1']')[,,, -"'T"'EE-r r'I;'fJc"'FAI I ,. ])["1" I 1"1 ^[ ') = 0C:-' . r ,J .. .... 0 r:,", "M ",'" ,. ',.l.:) ,__ ,_, _ ,.', r-'I _.. ~ f.Jw 1 :5. [10 S'ECIFIED NUMBER OF ~~l~3TRE~rS CARRY 1M3 RUNOFF - 1 **l"RAVELTIME COMPUTED USING MEAN FLOWCCFS) - ISTI~EETFLOW MODEL RESULTS: , STREET FLOWDEPTHCFEET) = ~33 HALFSTREET FLODDWIDTHCFEET) = 9~03 AVERAGE FLOW VELDCITYCFEET/SEC.) - 1 PRODUCT OF DEPTH&VELOCITY = .99 STREETFLDW TI~AVELTIMECMINl = 5.73 TCCMIN) - 10.73 1 I 100.00 YEAR RAINFALL INTE~~ITY(I~~H/HOURl = 3.348 ~3(PIL. CLl\SSIFICl\TION IS lIell C~MMERCIAL DEVELOPME~~ RU~~FF COEFFICIENT = .8863 S~BAREA A~:ACACRESl = 1.60 SUBAREA RUNOFFCC~3l SWMMED AREA(ACRES) = 1.70 TOTAL RUNOFFca:-S) - E~D OF SUBAREA STF~ETFLOW HYDRAULICS: DEPTHcn:ET) = .37 HALFSTREET n_OODWIDTHCFEET) - 10.91 , F~OW VELOCITy(n:ET/SEC.) = 3.87 DEPTI~*VELOCITY = 2. "34 :3~ 03 4. 7~S ~L :~~ 0 1.41 ***~*************~.******************,**************************************** I--~~~~~;;~~~;~-~~~~:~~~~--~~~~~~~~~~-~~~~--~~~~~~~~~~~~~~~_:---~,------------ )()))~UM~UrE ~lREE1FLOW IRA~ELTIME THRU SUBAR~A((((( ===~======================================================================== I L~~TREAM ELEVATION = 1195.00 DOWNSTREAM ELEVATION = 1168.00 STREET LENGTHCFEETl = 2130.00 C~~B HEIGTHCINCHES) = 8. STREET HALFWIDTH(n~:Tl = 43.00 I I I DJSTANa: FROM CROWN TO CROSSFALL E~ADEBREAK = 35.00 I~TERIOR STREET CROSSFALLCDECIMALl = .015 O~TSIDE STREET CROSSFALL(DECIMAL) - .050 SfECIFIED NUMBER OF HAL~3TREETS CARRYING FVNOFF - 1 1 ~\ I I I I I -T i I , -.TRAVELTIME COMPUTED USI~~ MEAN FLOWCCFSl = iSTREETFLOW MODEL RESULTS: STREET FLOWDEPTHCFEETl = .56 HALFSTREET F~OODWIDTHCFEETl = 11.83 AVERAGE FLOW VELOCITYCFEET/SEC.l = PRODUCT OF DEPTH&VELOCITY = 1.94 STREETn_OW TRAVELTIMECMINl = 10.18 TCCMINl - 20.91 G.Ol J ~:}.. 4.'3 J0!?J.00 YEAR RAINFALL INTENBITYCINCH/HOURl = 2.320 Sip I L CL_A~3,o IF- I CAT IDI\I 1,3 "C" C~MMERCIAL DEVELOA1ENT RUNOFF COEFFICIENT = .G815 S~BAREA AREACACRESl = 2.70 SUBAREA RUNOFFCCFSl - SWMMED AREACACRES) = 4.40 TOTAL RUNOFFCCFS) - E~D OF SUBAREA STREETFLOW HYDRAULICS: D~PTHCFEETl = .60 HALFSTREFT FLOODWIDTHCFEETl - L5.11 FLOW VELOCITYCFEET/SEC.l = 3.62 DEPT~.VELOCITY = 2.19 1==~~~=~;=;;~;~~:~=~;~~~~==~:~~;7;=========================================== " 5.. ~::=i::~ 1.1,. 7~? I I I I I I I I I I I I I -pv 1 , I ~ .='~;'R:~~;~~~~'=~'~;~=;'~:;~~~~=~~;~=~~;;~====;;~~~'=:;';'=~:;;;~=='='=~;,;::' ;~;=~~;;,=~;;~~'~:==~=~'==" U~STREAM NODE 58"00 ELEVATION = 1158.18 I---~------------------------------------------------------------------------- C4LCULATE PRESSURE FLOW JUNCTION LOSSES. ~O. DISCHARGE DIAMETER AREA VELOCITY DELTA HV 11 43.0 36.00 7.069 6.083 .000 .575 12 43.0 36.00 7.069 6.083 .575 : 3 . 0 ,,00 . 000 " 000 . 000 I 4 . 0 .,00 . 0l~0 , 000 , 0DD 15 .0===05 EQUALS BASIN IM~UT=== I I I I I I I LACFCD AND OCEMA PRESSURE FLOW JUNCTION FORMULAE DY=(02*V2-Ql*Vl*COS(DELTAl)-03*V3~~OS(DELTA3)- i Q4*V4*COS(DELTA4))/((Al+A2)*16ul) um:D. U~STREAM MANNINGS N = .01300 D~WNSTREAM MANNINGS N - .0130~ UWSTREAM FRICTION SLOPE = .00416 D~WNSTREAM FRICTION SLOPE = .00416 AYERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00416 JWNCTION LENGTH(FEET) = 5.00 FRICTION LOSS = .021 E~TRAM~E LOSSES = .000 M~NHOLE LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES 1'1('DI'!'--'!1-IJI1 LCJcr""s' 0"j^ "'AI\!I '[-I E 1 flf'''''Ec' - -",'-,,- ! 'it~"I" ,::>......)f::.,. ".~ . k k! II ""1.1....:'.. ._.._..:J,.:j:~...".i ..0- "l.::J~::J J~NCTION LOSSES = DY+HVI-HV2+(FRICTION LOSS)+(8~TRANCE LOSSES) J~~CTION LOSSES - .000+ ,,575- .575+( .(21)+( ,,0(0) = .050 N~DE 58.00, HGL= {1161.964);EGL= 1162.538);FLOWLII\~= ( 1158.180) I I I I I I I I I===~======================================================================== P,ESBURE FLOW PROCESS ~~OM NODE 58.00 TO NODE 311.00 IS CODE = 1 UfSTREAM NODE 311.00 ELEVATION = 1159.45 1-- -~;~~: ~~~;:~:~ ~~ - ;,~:~;; ~ ~:~ - ~~;~ -;;~ ~ ~~: ~ ;;~ -- ;:;;;;~;; -~ ;:_ ~~; ,;;; ~- -- - -- -- ---- - --q- -- - ----- -- - -- -- -- -- - ------- PiPE FLOW = 43.00 CFS PIPE DIAMETER - 36.00 INCHES ptPE LENGTH - 254.00 FEET MANNII\~S N = ,,01300 Sf=(Q/K)**2 = (( 43.00)/( 666.983))**2 = ~0041563 HF=L*SF = ( 254.(0)*( ,,0041563) = 1.056 NWDE 311.00: HGL= { 1163.019)~EE~= { 1163.594)~FLOWLINE= ( 1159.450) 'I ===~=====:=================================================================== 'P~ESSURE FLOW F~OCESS FROM I\~DE 311.00 TO NODE 316.00 IS CODE = 5 ~PSTREAM NODE 316,00 ELEVATION = 1160.45 CALCULATE PRESSLWE FLOW JUNCTION LOSSES: I NO. DISCHARGE DIAMETER AREA VELOCITY 1 43.0 36,00 7.059 6.083 2 43.0 36.00 7,,059 6.083 13 ~0 ~00 ~000 .000 14 .0 .00 .000 .000 '5 .0==0J5 EQUALS BASIN INFUT=== D[L,T,\ . 0C%~J j-..P) t::~~'r~-:;, ~ ....1,' ....1 ~ ~),7 5 ~ k'~~j0 "@?!0 LACFCD AND OCEMA ~~ESSURE FLOW JUNCTION FOF~~LAE DY=(Q2*V2-Ql*VI*COS(DELTA1)-Q3*V3*COS(DELTA3)- Q4*V4*COS(DELTA4))/((Al+A2l*16.1) USE:!):: UPSTREAM MANNINGS N - DDWNSTREAM MANNINGS N - " o 13ii:10 .01::::00 3'? i-- 3 I I I UASTREAM FRICTION SLOPE = .00416 DOWNSTREAM FRICTION SLOPE - .00416 AYERAGED FRICTION SLOPE IN JUNCTION ASSU~~D AS .00415 J4NCTION LENGTHCFEET) = 4.66 FRICTION LOSS = .019 E~TRANCE LOSSES = .000 MANHOLE LOSSES GREATER THAN THOMPSON MOMENTUM LOSSES MijMENTUM LOSSES = .000 MANHOLE LOSSES = .029 JUNCTION LOSSES = DY+HV1-HV~eCFRICTION LOSS)+CENTRANCE LOSSES) J0NCTION LOSSES = .000+ .575- .575+( .019)+( .000) = .048 I--~~~~---~~~:~~-~-~~~:_~-~~~~:~~~~~~~~:_~-~~~~:~~~~~~~~~~~~~:_~-~~~~:~~~~--- P~ESSURE FLOW ASSUMPTION USED TO ADJUST HGL AND EGL L~ST PRESSURE HEAD USING SOFFIT CONTROL = .38 I==~~~~===~~~~~~=:=~~~:=~=~~~~~~~~:~~~~:=~=~~~~~~~~:~~~~~~~~~:=~=~~~~~~~~:=== E~D OF PRESSURE FLOW HYDRAULICS PIPE SYSTEM I I I I I I I I I I I I I I \ ~ I 1,0 2-- 1 I~ ~ ~ =; ~ ~" "~ ~ ~'o ==" ~ ~ '" ~ ~ ,= ~ '= =. ~ '"' =." =."" '''"' '" '" == '" '"" =, ~,= '" ~ =. '" ~ ,= ~ =. ~=, ~ ~ ~ == '" ,= =. ,=== ,~,~ =. =. ,= ~ =, =. ~ '" ~ =. ~ ,= =, '" =. HYDRAULIC ELEM8~TS - I PROGRAM PACKAGE I:::: ::::"::~:::~::: ::::~:~:~ ::~:::::~ :~:; ':~ :~~:::::: ':':": ';:;:;::::": ~:: ':'":::: ':': ': ': ': :;::"~ =::::::::":. I I .-" ,,' ,,' .,' .,'.... . '.' ",".-.-..'. '. .' .' .' . .- .. . . .". ". ". -', ", "', ','. . . ". '" '" .~ '" ", ";. ";. '> '} -':. ':. ". -'.- ". "'. ". ',.', " ': '" . I:~~l-:-::---~-~~~--:-:_~~~--~:~-~-:_---~---------~--~---~~----~-------~~~--- I . ..~. ......... ~~:<{<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<~~~<>>>>>>>~>>>>>>~))) ))))))).))?>>>>>)?))~ Advanced I <'f:':" <<<<<<<<<.;'." (C) C:opyr- i g~lt 1982 Advanced Engillsering ~)o f t I,,},;;). r' e [t:~ES:1 Especially prepared for: RICY ENGINEERING COMPANY Engineering Software [AESJ nEF:.T.PIL No.. I Gj 54 ':'1 I RELEASE DATE,12/30/82 r:;:EV. :::.,0 :" ':" ':.,-:: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ( ... ... ... " .>" ,.:'" ............... .......... " ~}>>>>;);;/;????? I : ***l******DESCRIF~l-ION OF RESULTS************************~'****~'************** I.e' lli1S113L. ,", x G$:,o,D. ,l,<iP I ED FUll," .- STr:;:r::ET "B" ~. * STA 53+13"50 TO 54+64 * ***t***************~.******************************************************** Ix**~****.*.*********************************************..._.*_**.*******_*_ IGPADUALLY VARIED F~OW PROFILE INPUT IM~ORMATIONI I---T~~~~~~~-;~;;;;;~~~~;~~~;-:--~;~;~~;------------------------------------- ICHANNEL LENGTI~CFEET) ~ 148.00 I ICoNS~~NT CHANNEL FLOWCCFS) = 40.00 IC~NSTANT CHANM~L FRICTION FACTORCMANNING) - .013000 ASSUMED CHANNEL CONTROL DEPTHCFEET) = 2.62 !MAXIMUM NUMBER OF INTEPVALS IN PROFILE ~ 10 I IC~~STANT PIPE DIAMETERCINCHES) ~ 24.000 I NORMAL DEPTHCFEET) =. 1.24 iCRITICAL DEPTHCFEETl =. 1.95 1=.=~~r~~~~;;~~:~~~~~;~~~=.:;;~~~~~~~;;~7;;;=.:=.'"~=.=.;~~~=.=.=.~~~~~~~~=.~=.==.=.~~~'"'"'"=.=. ----~----------------------------_._---_._._._-_._------------------------------------- ----r------.------------~------------------------------------.-------------------- I I GRADUALLY VARIED FLOW PROFILE COMPUTED INFO~iATION" -;~~~~~~~-;;;~------;~;~;~;~~---C~~;~~~;------;;~~~;~~--------;~~;;~~~:----- I I '. I C[iNTROL CFT) .000 .1.17 .205 (Tn :~: ~ 000 :L u '::~ '~) ~.:.:J :l" ')';30 1. 'Ci136 1. 'em 1 1" ':176 1.971 1. '366 1., 3C;C 1" ':)57 " :~~76 .........,..., .,:),:;',:;' ,,380 .4:lC ,,443 .46:2 .47:2 (TT ISD::) 12. 72<1 L2. 7~::l 1. ~~::" 7~3C 12.742 :I.~"2" 74':;1 12" 7~!7 1.2.. '7(:;6 12" 77~j 12.7t16 12..7'~)7 ENEPGY(FCT) 4. ~i17 ,::1." 5:1.::) ,::1. . ~~i 1. 1 ";1.. :SIZiI! 4" 5CjE, 4" 50~.:j ,~}" ~::i03 4" 5f:1:~~ 4.502 4. S(!J:I. 1"ICJlvIEI\ITLWI C POUNDS) llin. '39 l:l.f.:12.. 34 1181. 81 11131.37 1 Hll . 00 1100. E..3 11130.43 1180.. 23 11130.07 1 :J. ""l'::~" '3(::' ..- -p;> -S I .476 1.952 12.809 4.501 1179.88 ===J=============----_-===========-====---=---===-=============---=---------= I I I I I I I I I I I I I I I I I I ~ , , . r i / /:; ;>, ro 1~="=04'======"============== ===,==~,=,,===,~==,===~,,~====,=''''====,==c=='''=,=,=,============~====, . HYDRAULIC EL81ENTS - J PROGRAM PACKAGE ===~======================================================================== 1<<<(<<<((<<((((((<((((((((((<(((((((<<))))))))))))))))) I Advanced Engineering Software [AESJ SEI,:IAL No. 1054'31 RELEASE DATE: 12/30/82 I......., ':'. ':" " ~. ~. ", ", ", I ***~******DESCRIP1-ION OF RESULTS******~'***********************'.**~'********** 1.* 10583L * F' I PE FLOW - STPEET "B" * STA 54+64 TO 56+85.29 I***!******************************************~*************~~************** ***f************************************************************************ )))'PIPEFLOW HYDRAULIC INPUT INFOPMATIO~K(' . 1---1------------------------------------------------------------------------ IPIPE DIAMETERCFEET) = 2.000 IPIPE SLOPECFEET/FEET) = .0634 I IPIPEFLOWCCFS) = 29.00 iMANNINGS FPICTION FACTOR = .013088 ===f=============================c========================================== iCPITICAL-DEPTH F~OW I~~TIRM~TION: I---T~~;~;~;~-;;;~~~~;;~;-:------;~~;---------------------------------------- iCRITICAL FLOW AREACSQUARE FEETl = 3.031 iCRITICAL FLOW TOP-WIDTHCFEETl = 1.066 iCRITICAL FLOW PRESSURE + MOM8~TUMCPOU~DSl = ICRITICAL FLOW VELOCITYCFEET/SEC.) = 9.569 ICRITICAL FLOW VELOCITY HEADCFEETl = !(~ITICAL FLOW HYDRAULIC DEPTHCFEETl - ICRITICAL FLOW SPECIFIC ENERGYCFEET) - , ===*================================================~========--=========== I INORMAL-DEPTH FLOW INFO~1ATION: ---T----------------------------------------.--.------------------------------------ 1"01,"'1'1 '\I"f:"'I'''.1 (1'''':'[:''1''', =, '1 8"1 " ., I~ ,. L .... r. t.. ... . ." . iFLOW AREACSQUARE FEET) - 1.59 IFLOW TOP WIDTHCFEET) = 2.008 I FLOt.) FRESSURE + t1DMEtHtm C PDLjJ\fDS:> ... I'FIOI~ VE'L('rITY(FFE-Tlcr.'~. ) _. _ ~~J_ . .___ ,:J_.~.~. .-- IFLOW VELOCITY HEADCFEET) = IHYDRAL~IC DEPTI~CFEET) = IFROUDE NUMBER = 3.597 I I I I I CCl COPY1"ight 1982 Advanced Engineering t3oftly.}e:\j'-E' [AEB:J Especially prepared for: RICK ENGINEERING CO~~ANY .. .' .......... ..' ..' >>>>>>>>>> ... F:EV. 2.0 .: .:/<<<<<<<<<.-:......... . ..........// ..' .' , , , , , " . . . ;'.' ..:>::: .... .... ........ .... .... ..... . :'.:-:.'>>>:-- .. ......... ........ -K .t!. .p!. 7G~4 ~ ~5~:3 1.42 2.134 r"'j -.-,-7 \oJ" ..:~ I :L0E.;C..." 1El 18. ::,1.3 5.. l~31 .. 80 J/\ j- , 1==,=1::::::~'~=~1~~~~~~~~::;"=~-====-==",,=,","=,=,=~:,~~,='''= '""'====,==,,==,====,====......==,=,==,="=,='" "" I I I I I I I I I I I I I I I I I I ~ I,~"JJ=,",,==,,=,==~====~==~==,================= '"'="==="~====,=,=,==,=,=======,=,===~======= I HYDRAULIC ELEMENTS - I PkOGRAM PACKAGE I I:: :~:~ :,:":- :':::':':::~ :-- :':' :-;:::: :~.-:-:::~:':::::::::: ::: ':::::: '::::::: ': '-: =::: -~": =:::::::::" ":: '::::::::: -: ': , I I I---~------------------------------------------------------------------------ I<<<.~<<<<< :>(<<<<< ">.<~;;:;:~:~~(~/,.'.... '.,',.:: '::.:.: ::' :,', ',.: >:' :'-:,-:',>:".>>>>> >.,".,""""".,,..,"..": ,',.' .,' >>>:::" i I...~.. (<<<<<<<<<<::~~<:~:(' . . .<<<<>>>'" >,>>>>>>. .'., ::::/,'., :':>>>>>>:; "'1" " . ' I *.~*~******DESCRIPTION OF RESULTS***************.~***************************.~ I'~ 1Ql583L * * ptPE FUJW - STREET "B" * * SrA 56+85.29 TO 60+41.75 ~ ******~.*****************~.*************************************************** I***t***************..****************************************************~~* >>>~PIPEFLOW HYDRAL~IC INPUT INFORMATION<<<< I---~;~;~-~~~~~~~;~~~~~~-:---;~;;;------------------------------------------- PIPE SLOPECFEET/FEET) = .0652 PIPEFLOWCCFS) = 26.00 I IMANNINGS FRICTION FACTOR = .013000 :;;:: ::.: :::: :J::: ::: :::: :::-~ ::::: :::.~ ::::: :::: ::::: =:= =::: ~-=:::::;:;: :::: :::: :::: :::: ::::: :;:; ::;: ::::: :~: :::: ~~: ~-;:: :::: :~: :::: ::::: ::::: ::::: :::: :;::; ::-_~ :::: :=; ::::: :::;: :::: ::::: ::;:: :::-~ ::;:; :;::: :::: ::: :::: :::: ::: ::: :::: :::: ::: ::::: ;:::; ;:: :;.-; ::: :::: ;~:: ::: ;::: ::.: ::: ::::: ::::: ~~:: ::-.:: :~~ ::::: :.::: ::- iCRITICAL-DEPTH FLOW INFORMATION: I---r~;~~~~;~-~~~~~;~~~~;-=------;~;;---------------------------------------- I CRITICAL FLOW AREACSQUARE FEET) = 2.961 i Cr::ITICAl. FUJ," TCJP~WIDTHCFEf::T) =, 1.237 I CRITICAL FLOW PRf::SSURE + MOME~TUMCPOUNDSJ = i CRITICAL FLOW VEUJCITYCFEET/SEC.J = 8.781 I CRITICAL FLOW Vf::LOCITY HEADCFEETJ = I CRITICAL FLOW HYDRAULIC DEPTHCFEETJ - i CRITICAL FLOW SPECIFIC ENERGYCFEETJ - I I NORMAL-DEPTH FLOW INFORMATION, ---~._------------------------------------------------- I NORMAL DEPTHCFEETJ = .94 I FLOW AREACSQUARE FEETJ = 1.45 I FLOW TOP WIDTH(FEETJ = 1.996 I FLOW PRESSURE + MOMENTW1(POUNDSJ - !FLOW VELOCITYCFEET/SEC.J - iFLOW VELOCITY HEADCFEETJ = : HYDRAULIC DEPTHCFEETJ = iFROUDE NUMBER = 3.699 I I I I I (C:) Copyr- i ght 1982 Advanced Engineeying Software [AESJ Especially prepared for: RICK ENGINEERING COMPANY .' .' .' ~ .' .' .' . ..;...:;..:.......:.. <<<<<<<<<<<<. . . <<<<<<<<<< . . ..,:> >-:::::-:: .... >>>>>>> .,:' .,~ .> .> .> .> .> .:: ........ '..,... ........................ Engineering Software [AESJ Sf::RIAL No. I0549I RELEASE DATE,12/30/82 ::j':~17" C4 1. :,:0 ~~: ~ 3'9 :2" '30 ===~==================================================::::======== hh. ..u..__..~~~..h...._....u..... ..........,........................_,......u 938.09 17 . 9~j4 4. '377 7",' . w ??o., I ~ ~= ~ =~ =I~ ~ ~ ~~ = = ~=~~:I~ ~:~~:: :~::, C_, = =" = _, ,= = _"~. = =" .~=~:, ::: ,= = =0='"' = =,=, =, = ,=oo ==, ,=, = '" 'C, == '" ,= ~== = = = = ,= ,== I I I I I I I I I I I I I I I I I I ~ I ., I k' , 10 I==="I==='==================;='=='~'~'===="='==='===========""=,========="'======,,=,===='''==''''=============, . HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1<<<<;<<<<<< <<<<<<<<<<<<<< <<<<< < < <<<<< < <:>:> :>:>:>:>:>:>:>:>:>:>:> > > > > > > > >>> > > >>> > >>> >>>>> > I I 1-- -- -.. -;.-.- -.. -.- -- - - - -.- - - - -..- --.- .-. .-. -.-.- - -- -... - -- .... -... ..... -. -... ..-. -... -... -... -- -- ..... .-.. ..- -.. .-.. ..- -.- -... --. --. -.- -.-- .... --. ..... ..-.-. .-.. -- .-. -... -- -.- ..- --.- -.-.- - --- ---. I<<<~<<<<<<<<<<<<<<<~~~~~:~~<~~~;~~~;j~;>~~~;~~:;>~~~sJ >>>>>>>:>>,>>>>>>>)", SI::I;: I AL No., 1054'3 I REV. 2.0 RELEASE DATE" 12/30/82 1< ":'::';'::'::::::::::::" <""""""<""'<' ". ". '" ..: . . <<<<<<<<< <<< >>>>>>>>>>>>>>... "..' ..' ....,.... . . . . . . : : : :": >',. ,. . I (C) Copy\"igl1t 1982 Advanced Engineering Software [AESJ Especially pyepared for~ RIC~ ENGINEERING COMPANY ~ ~ / } / / / / / ...,...........j.'........,......... ;:<<<((((<<(.'<(<(~<<<<<<<<<<.(<>>>>>>>>>>>>>>>) ~.~~~.~>~~~>>>>>~>>>>>>~ **********DESCRIP1"ION OF RESULTS******************************************** I't 11i;1:SCnL iI' r" {I:'[: FUJ~J -. STPEET "B" * STA 60+41.75 TO 62+09.75 , ***~~.*********************************************************************** 1*************..*************************...*************************..**..** >>>1PIPEFLOW HYDRAULIC INPUT INFORMATIO~K<<< I---T~;~~-~;;~~~~;;;~~~;-=---;~;;;------------------------------------------- 'PIPE SLOPE(FEET/FEET) = .0367 I PIPEFLOW(CFSl 20.00 MANNINGS FPICTION FACTOR = .013000 .~. .*. .~~. I 'CR[TICAL-DEPTI~ F~OW INFORMATION, : I---t~;~~~~~~-~~;~~~~~~~;-:------;~~;---------------------------------------- ICRTTICAL FLOW AREA(SQUARE FEETl = 2.704 ICRITICAL FLOW TOP-WIDTH(FEET) = 1.591 CRITICAL FLOW PPESSURE + MOMENTUM(POUNDS) = CRITICAL FLOW VELOCITY(FEET/SEC.) = 7.397 CRITICAL FLOW VELOCITY HEAD(FEETJ = ;CRITII:AL FLOW HYDRAULIC DEPTHCFEET) = :CRITICAL FLOW SPECIFIC ENERGY(FEET) - I I I ; NORMAL-DEPTH FLOW I~~~JRMATION" ---~-_._--_._----------------------------------_._-----'--- I . I 4 H1. ,17 ~ D~5 1. 70 :2. clE ---------.-..-.-----------.---------.--------------------------...--....-- ---------.------------.------------------------------------ ......--........-..-.........-...---.....-- ......-.-...-...---...---...---.-.----..-- !NORMAL DEPTHCFEETl = .95 FLOW AREA(SQUARE FEET) - 1.48 iFLOW TOP WIDTH(FEET) = 1.998 IFLOW PRESSURE + MOMENT~1(POUNDSJ - IFLOW VELOCITYCFEET/SEC.) - !FLOW VELOCITY HEAD(FEET) = iHYDRAULIC DEPTH(FEETl = IFROUDE NUMBER = 2.768 5f.::1:I. ~ J ':iI 1~3~51'3 :2.[:138 .74 "''' 1 i I,=.=.~,=.o,=.,=,==,==,====,='"======="=="'~="="=,="==,===,===,=====,=="'=,="'="""""'" !-/YDF:r';UL. I C E::LEf";ENTf.-3 0--.. I F'f~:(]Cif~:f\i""1 F'f~Cj<f\CiE~ 7 --.---..---------.-------... --------------------- =~=d=====================:=:==== 1,::< I I 1-. ..... .-- .-.;..-. -... -- .---.- -.. --. .-.. - -... -.- -... -- -... .-....-... .-.. -.- -... -.. ..... ..... -.- .-.. -.. ..-. ..- .... .... ..-. -- --. ...- --. ... ..... .-.. -... ..... -. -... - ..... -... ...- -- -.- -.-.- , 1'::<<:1<<< <-.::...,...:>........</.:>::I~~:~:~'~ed . '.. . . . ':. '~<.<< :"":.:: >>>>>>>>: : . ..... .... .... ..... , F?F=-V :2 ~ " 1<<<<<<<<<<<<<<<<<<<<:....:,("",(((((""... .......,///////, ...::::;;::':. I ***~******DESCRIPTION OF RESULTS*******~.*~.*********************************~, " 1 (;j58::3L .'f Fjl"C f~L.c~~J _ -- ~TI?EET "C" v LIA 1T08 10 ~+06 ---------.--.-----.-.-.-.----.--.----- -----..-.-------------------------- ...__.....--~.__., ..................-- ..._ NO" N'. _ MO.' Mo.' _... __. _ _ ~.., ,___.H ... u, _.n ._. .0.. _.. NOH .,,_ _.. _H __ ._.._ ..... ..... ~ ..;.:<.:..(. ~:. :'.' :" '".r<.:". ....... . ::. <. <. <. <. <. <. <. >>>>>>>>>>>>>>> .>.> ..;'. ......... ....... .>.>.> .,:' .,:' ..:'.>.>.> .:: (C) COPYI"iqht 1982 Advanced Engineering E;;of't:l..iEtl"f:? [f-";[::13] Especially prepared for~ RICK ENGI~~ERIM3 COMPANY . . ~ . .' . .. . . . . . . ~ . . . . . . . , ~ , , , , , ~ , , , " . . :::<<<< . . >>>>>> :.:.:. :. ~~'>~~~>>>))>>)>>>>~~ .' ". .... , ................. .... ..... ......... ......;............. Engineering Software [AESJ Ei~~F: I I';L hlo ~ I 054'3 I RELEASE DATE~12!30/82 (F" I LE ~ C,;:j.) '" .*. ':.;' *1:*~****************~.********************.~**~.**.~**~,1i.********~.~.*~***~.******** I***~************************..*********.***.*************.****************** . . >>:F'IFEF1.OW 1-IYDPM.lLIC II\IH.IT I~,IFT)I?I'1A'rIIJI\I<<<< , I---l;;;~-~;~~~~~~;~~~~;-:---;;;;;------'------------------------------------ IPIPE SLOPECFEET/F"EET):= .0320 ip I FEr''', C'~I (ry';") '" O"'J (1m I",,,. =, ,..I ~'~~: ~~ ~~,~ :'1:~:: ,_ :-~: ~ :;;::.~ .~I.~I...,~::~:::~ ;-;~: .....~: ..... ..... .':.~:,~:: ~ ~'~ ... ..... ..... .....""""" '''''' iCRITICAL-DEPTH n_ow I~WORMATIOI\I" 1-- --;;~~: -; ~ -; I~~~: -; ~;~,;: II-(~;: I; ~;~:: ..... ::...... ..... ..... -:; -. -;;.. - ... .,..-- - ------ --- -- -- ...--- ..., -.- - - ..... ..... .....- --- -- ---- --- -- -- iCRITICAL FLOW AREA(SQUARE FEET) = 4.414 I !CF:ITICf>.I__ FLDVJ TClP"-WIDTH(FEET.I ,. 1,.D::21 i-I"" r "1- I -. 'I I.-'I..."..-..'c.ll'......-. , 'I'" 1'11"-"'1-1"11'" .' ,-. -I' IIIDc'" -- IL.;. t'(I_. F~L.(Jt,-J ....';.i:~b.~J r':.i::~ ';' j"L)' ::.j\ ...I'-ll.i-'!..!... \ ":1) -... iCRITICAL FLOW VELrn:ITY(FEET/SEC.) = 8.836 iCRITICAL FLOW VELOCITY HEADCFEET) = I :CRITICAL FLOW HVDRAL~IC DEPTH(FEET) - !CRITICAL FLOW SPECIFIC EI\IERGY(FEET) - ==:=~_._- _._==~--=========::~===============~==-==:::====~~~..:=;~====~._~=========== I--.-~~~~~~~=~~~~~-~~~~--~~~~~~~~~~~~---------------_.-------------------.-------.----..-.- I I I .n ..... ........_ ~."_._. ..~...~.".h _...... ... ..~..._. "....."._.H___".~_.._.._ '=::::;~) M 64 j . ;:: 1 2.42 ::'-]" ~0:~~ iNORMAL DEPTHlFEET) = 'FLOW AREAlSQUARE n~ET) = , 'FLOW TClP WIDTH(FEET) = 2.498 !FLOW F1~~SSUPE + MOMENTIJM(POUNDS) = lFLOW VELOCI1"V(FEET/SEC~) - il:'Ull'J 'v'EUJC I TY HI~AD (FEE:T) ,~ HYDRAULIC DEPTHlFEET) = 'F'FUJU)X: NUI1DI::T: ,~, 2. CT7 1. ~ 3i21 ~-2" 5'7 1 :~:~3~.:i y 2f.l 1~~.)~ 1'7(;) ~3 ~ ~57C i M 03 A.'V I l"";;:;;::~.:;.;~;:;'::;;:~ .:..............~:;:............"...."....!L..=.==.= I I I I I I I I I I I I I I I I I I ~ I ! 9 I'c,=,~='c'c=c,~====='"=;~~;;;:~;:';;:='~;"~~;~~;:~=~=';==;.;;:;;:;;='~:~-~;~:~:::""=='="'"""~"""="'=='==="" I I. .. ........ < .,' < < < < < < "" "" "" '. '. '. ........ '. ". ". ". < ". ". ". . . '. .: .: :. :. :.. :., '., .' .' .' ',. ..' ..' ..' ..' ..' .' .' ...... .' .' .' :' .' '. ,. ;. ..> .;. ..' ..,. ;,. .> .> .> .> i' ..,. . I I ~. .: .:. .... "'<<::: ::......... ", ", '". . ,,' ',,', ',', ",', ",' .."."..... ~. :.,~. :.. :.. :.".>: :.::. ,,',',' ," :'.::- I., ... ..... -i .... _.., ..- -- ... ..... ....... ....- .... ..- .... .-..... _..... -. ... ...... ... .....- ... ..... ..... -.- ..... -. .... -... .... .... -... ..... .... .... ..... .........".'.',',',',',','. ,,',', ',',',",',',', ....."""',. .....,........ I <., . . . . . "" "...' "'.'. "..'" ~ ~ ~ ~1~; :; ,; ~;'" "'" "" "" '.'." ".'" ....,.... .' ..' ..' ..' ..' ..' .'. .. ................. r.::EV. 2. (~ 1<< "'<1< :..... '. '. .. <<<< ". ". I (C) Copy\" :i. ght 1982 Advanced Engineering ~:ICl f t: l")EI Y E' [P.iE:~[) J Especially prepar8(j foy: RICK ENGINEERING COMPANY ..... . :'.>.> ,.:',>,> . Engineerirlg Software [AEGJ f3ER I AL No. I 0:54';) I RELEASE DATE: 12/30/82 .. ............ . ...... ......... ............ " ,'..:',. ..:',.:',- ," ," .... ***~******DESCRIPTION OF RESULTS******************************************** .,. 1Q):5fJ3L. CrcIU::,C~));(- 1* P~F'E iCUJW - STfCo:EET "C",. * SlA 4+06 TO 7+23 * ***~****~..*****************************~..~**********.~************************* I******,.******************,.**************************;{~.~.******~************ )))lPIPEFLOW HYDRAULIC INPUT IM:ORMATION<<<< I I---l~~~~-~~~~~~~~~~~~~;-:---;~;;;----------------- ~PIPE SLOPECn~::T/FEET) = .0202 IPIPEFLOWCCFS) - 39.00 I I IMANNINGS FRICTION FACTOR = ~013000 ===~==========~====~:~:~=====:=====::=======:======.::=======:~ I- I I I----~~~~~~=~~~~~-~~~~-~~~~~~~~~~~~- I I I '-'''_..-~...-....-..~..-.'.......... ........_..._.........M.......... .. 'M" .. .~.__M.... .M" "'M ...HH...~.H_.........H. ._ '_'M iCRITICAL-DEPTH r~ow INFORMATION. .___~_.___M__________________M__.______.__.._____.____________ , ICf'-:ITICAL ! ,-::r -r I I." ^ l : _' ..1 ....r-~ _ : c:r~: I TICAL i CF~: I T I Ct~L :CI~:ITICAL. i CI?r T I eM.. : CF: I T I C(>,L : CF.: I T I Ct.L_ DEPTHCFEETI = 2.11 FLOW A~::ACSQUARE FEETI = 4.414 FLOW TOP-WIDTHCFEETI - 1.821 FLOW PRESSURE + MDMENTUMCPOUNDSI = FLOW VELOCITYCFEET/SEC.1 = 8.835 n_ow VELOCITY HEADCFEETI = FLOW HYDRAULIC DEPTHCFEETI = FLOW SPECIFIC ENERGYCFEETl - '3::':,;;::.; ~ C4 1 . ~::I. 2.42 ::;~ ;:L:: INORMAL DEPTHCFEETl = 1.50 FLOW AREACSQUARE FO::TJ 3.07 ~FLOW TOP WIDTHCFEETJ = 2.451 'F~OW ~?ESSURE + MOMENT~1CPOUNDSI - !FLOW VELOCITYCFEET/SEC.l = .FLOW VELOCITY HEADCFEETl = fWDRAULIC DEPTHCFEETl = !FRDUDE NUMBER = 2.005 leH]~"S" 1.1 1;.0.7:,,::4 ~~:,. 514 1 . :2:~ A.~ I I 1_ _ __,~:I:~:~;~'.~~~_ :~~~~~~_~:~~~~-r,C~'-"~7"'''=~= I I I I I I I I I I I I I I i I I I I I 4.01 ========================= ......._~._.._..... . ......~-_._.._. /6 ::.:;:~:::::;:::::::=;::::::::=::::;::::::::: b..~ , 1--- . I I I I I I I I I ' I I I I I i I I I I I I STORM DRAIN SYSTEM C b...(P 1J.. - . / I***i***********************************************************************.~ II I: .:.:::: .*::*.~~. :.* ~'l.:';~'.'::: .~..' .~.rr~ ~ "*" .~: .:.: ::. ~.::: :::. .::::. ::::: '::::~.~.:: ::'.*":: ::: .:;:: I I I PRESSURE PIPE-FLOW HYDRAULICS CDMPUTI~R PROE~AM PACKAGE (Reference, LACFD,LACRD,& OCEMA HYDRAULICS CRITERION) (C' Copyr'igfl'b 1982v1986 Advallced Engilleering Software CAESJ Especially prepared for: RICK ENGINEERING COMPANY ..: ," '. .~. '. / / / " / / / / / / / / . ",", ".", '. '.', '. ..... ...... .... ". ". ",". '. .',','.' ." .' ,"' ," ," ............ . . ,".... :.::- ,,**t"..*""DESCRIPTION OF lrn~.F.l 1_". . y.Jb_;.. * P~ESSURE F~OW - STREET * STA 47+95 TO 53+13~50 I~ESULTS*****************************~'************** .j.i. lIBlI .)f '~i' *****~.,~**,.****************************************************************** I.**~**************.***********************,********************************** NbTE, STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CUR~~NT LACRD,LACFCD, AND OCEMA DfS I G~I i"IAI\IUAU:;. D0WI\IST~~AM PRESSURE PIPE FLOW CONTFVL DATA' NODE NUMBER = 795.00 FLOWLINE ELEVATION 1156.84 piPE DIAMETER(INCH) = 36.00 PIPE FLOW(CFS) = 43.00 I ""': ~ ~ ~~ ~~ ~~:;;;~ ~~: ~~ ~~ ~~;~: ~~ ~ ,;-~;~;~~;~; ~ ~ ~-: ',';~;~ I:: ~:-. ~ 7 7 ~ '; ':;;;~; ',';~;: ~;:! ~';;~ ;:;:~":~ ,= 7 ';-; ~:';: ~;'~ = '" I I I I I.... . ",". I " ~ " , '. " " " ....... . ::-:> >:>:>:> ";. ";. ";.:>:>:>:> ',,', ......;.:.:.:. :. ,,' ,,'. . ....>>>>>>>>> .... (;'/ (<",' . :.:< ,:,<.<,,:' " , ......... ........ Advanced Ellgineeritlg Software [AESJ fOl~F: I AI.. 1\10. 107::; 1 I RELEASE DATE. 2/21/86 VEf':. 2.3C <<< ..... . ~ . . . . . . . . . ...........'........................:. ';" ':.':. ....".', " ..........'.....:..::.:...;...;.';..;......... ...... . .,',',' ,",'. ... ...... .>.>.>.>':: .>). ===F=================~===================================:=================== I I I PRESSURE FLOW PROCESS rROM NODE 795.00 TO NODE 52.00 IS CODE = 1 I--~~~~~~~~-~~~~----~~:~~-----~~~~~~~~~_:_-~~~~:~~--------------------------- C0LCULATE PRESSURE FLOW FRICTION LOSSESlLACFCD), P~PE FLOW = 43;00 CFfO PIPE DIAMETER - 36.00 INCHES P~PE LENGTH - 268.00 FEET MAM~IM3S N = .01300 SF"=(Q/K)**2 - (( 43~00)/( 665u983))**2 = ~0041563 Hr~~*SF = ( 268.00)*( .0(41563) = 1.114 N~DE 52.00: HGL= ( 1161.914>;EGL= ( 1162.489>,FLOWLINE= ( 1157.850> t>.,'\