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HomeMy WebLinkAboutParcel Map 13089 Hydrology Study I I I ALAN R. SHORT, P.E. I I I I I I I II I I I I I I I I IHYDROLOGY STUDY FOR PARCEL MAP 13089 CITY OF TEMECUIA PREPARED FOR: THE LEGACY GROUP 43232 BROOKW A Y DRIVE TEMECULA, CA. 92592 (909) 303-9655 PREPARED BY: ALAN R. SHORT, P . RCE 30873, EXPIRES 3/31/04 February 7, 2004 \ ~ 25911 Pinewood lane laguna Hills, CA 92653 (949) 586.5200. FAX (949) 586.6987 I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS D Introduction & Summary D Rational Method Hydrology Calculations 100-Year Storm Event D Hydraulic Analyses HEC-RAS Calculations D Hydrology Maps Off-site On-site C:\H&H FileslARS H&H RPTS\H&H_013104_Parcel Map No. 13089_City of Temecula.doc z.. I I I .. I I i I I I I I I I I I I I I I VICINITY MAP N.T.S. THOMAS GUIDE: 126 / C-3 SITE D I I I I I I I I I I I I I I I I I I I 'NTRODUCTION & SUMMARY This is a drainage study for a proposed single family development. Parcel Map No. 13089, in the City of T emecula. The site is bounded by Pauba Road on the south, Calle Cedral and Cerezo on the west, and naturaVopen space areas on the north and east as shown on the vicinity map. The site is currently a barren vacant lot. In the existing conditions, some off-site runoff from the west through a natural stream, and also from the northeast via Calle Cerezo enter the site. These two streams confluence within the site and flow in a southerly direction towards Pauba Road. At Pauba Road an existing culvert conveys the flow from one side to the other in the southerly direction. In the post-develOpment conditions, the flow pattern is kept the same as the existing conditions. The Rational Method hydrology as described in the "Riverside County Flood Control and Water Conservation District Hydrology Manual" was performed to calculate the 100-year peak flow discharges. Advance Engineering Software (AES) hydraulic package, Version 3.1 B was utilized for the water routing calculations in the rational method hydrology. HEC-RAS computer program version 2.2, developed by the U.S. Army Corps of Engineers, was used to compute the 100-year water surface elevations in the stream traversing the site. A. I I I I I I I I I I I I I I I I I I . I . RATIONAL METHOD HYDROLOGY CALCULATIONS 100-YEAR STORM EVENT ~ "lJ :II o c.. '" n -4 c J:o:O ::u~ "'z J:oJ:o G) '" ::!!: ~ ~::o::a --u!4n 0,"" Zn l> r" ~. ~n 00 o '\... 'r ~\) ~ ~ "" . r :n :II \'h 0 0 '" st. c r c r 0 c: ll! Gl '" ~ -< E _ n 0.,.. ~ '-I Z ~ l\I " ~ ~ 0 c ~~::o)> ~ .'\ s:: r ( ~ ..... ~ (' .~ ~ Ul :J1' .. .. - Z p I' o - I' III :J1' .. n n :J1' 0 .. - n n .. !:. .. D ... - .. ... ~ <7 .. .. . I I I I . . I . I . I I : I I I I I I alai 33 . I I~ :II .. .- S ~ . - i' ....- j[ - n 0- ""P eIIC - n", "" 00 - 1 ~ ~ <5 -!.. 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"- ....; c:: *' ~ :ts O\l '" :2\ e 'l- C} , ~ ., Z-O ::I.Und () V\- '~!)\ "2< " ~ ~ N . . ~ -- NI cr:. w -::J \:5::> ~ -J~ ~~ '" " )I~ ,,,,, 'se ~ S- \f\ - N \i1 ~ . -...I - -. t~1 G\ :" ~ :'i ~ " ~ '\ <;:, ~ ~ "' '" "- ~" ~ C;., ",,' I I **************************************************************************** I HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-94 Advanced Engineering Software (aes) Ver. 4.2A Release Date: 6/01/94 License ID 1355 I I Laguna Hills, CA 92653 I ---------------------------------------------------------------------------- TIME/DATE OF STUDY: 9:17 1/19/2004 1============================================================================ Analysis prepared by: Alan R. Short, P.E. F.W.L.S., Inc. 25911 Pinewood Lane ************************** DESCRIPTION OF STUDY ************************** 1 * 12 to 13 * * * * * I ************************************************************************** **************************************************************************** I~~~~~~~~-=~~~-=~~~~==~~~~~~------------------------------------------- CHANNEL Zl(HORIZONTAL/VERTICAL) = 5.00 Z2(HORIZONTAL/VERTICAL) = 5.00 BASEWIDTH(FEET) = 4.00 CONSTANT CHANNEL SLOPE (FEET/FEET) = .016200 UNIFORM FLOW(CFS) = 60.00 I MANNINGS FRICTION FACTOR = .0350 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: I ----~~~~~-~O~~-~~~~~(;~~~)-:---~~2;--------------------------------------- FLOW TOP-WIDTH(FEET) = 16.72 FLOW AREA(SQUARE FEET) = 13.18 HYDRAULIC DEPTH(FEET) = .79 FLOW AVERAGE VELOCITY(FEET/SEC.) = UNIFORM FROUDE NUMBER = .904 PRESSURE + MOMENTUM(POUNDS) = AVERAGED VELOCITY HEAD (FEET) = SPECIFIC ENERGY(FEET) = 1.594 I::::~~~~~~~=~~~~~:~~~~:~~~~~~~~~~:::::::::::::::::::::::::::::::::::::::: CRITICAL FLOW TOP-WIDTH(FEET) = 16.10 CRITICAL FLOW AREA(SQUARE FEET) = 12.16 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = .76 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = CRITICAL DEPTH(FEET) = 1.21 CRITICAL FLOW PRESSURE + MOMENTUM (POUNDS) = 940.66 AVERAGED CRITICAL FLOW VELOCITY HEAD (FEET) = .378 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 1.588 1============================================================================ I I I I 1 I 4.55 945.40 .322 4.93 1 I I I I I 1 I I 1 I I I I I I I I 1 1 -- !;:j ; fie. 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N...N...... eo...."'.... .....UlWN ..."'..- ....00..... .__CI'CIl .. 1 I **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-94 Advanced Engineering Software (aes) Ver. 4.2A Release Date: 6/01/94 License ID 1355 I I I ______________________________________________________---------------------- TIME/DATE OF STUDY: 9:52 1/19/2004 1 ============================================================================ Analysis prepared by: Alan R. Short, P.E. F.W.L.S., Inc. 25911 Pinewood Lane Laguna Hills, CA 92653 1 ************************** DESCRIPTION OF STUDY ************************** * 15 * * 13 * * * I 1 >>>>CHANNEL INPUT INFORMATION<<<< I I I I I I I I 1 1 ************************************************************************** **************************************************************************** ---------------------------------------------------------------------------- CHANNEL Zl(HORIZONTAL/VERTlCAL) = Z2(HORIZONTAL/VERTICAL) = BASEWIDTH(FEET) = .00 CONSTANT CHANNEL SLOPE(FEET/FEET) = UNIFORM FLOW(CFS) = 6.00 MANNINGS FRICTION FACTOR = .0150 2.00 2.00 .010000 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = FLOW TOP-WIDTH(FEET) = FLOW AREA (SQUARE FEET) = HYDRAULIC DEPTH(FEET) = .39 FLOW AVERAGE VELOCITY(FEET/SEC.) = UNIFORM FROUDE NUMBER = 1.391 PRESSURE + MOMENTUM (POUNDS) = AVERAGED VELOCITY HEAD (FEET) = SPECIFIC ENERGY(FEET) = 1.157 .78 3.12 1.22 4.93 77 .07 .377 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL CRITICAL CRITICAL CRITICAL CRITICAL CRITICAL AVERAGED CRITICAL FLOW TOP-WIDTH(FEET) = FLOW AREA (SQUARE FEET) = FLOW HYDRAULIC DEPTH(FEET) = FLOW AVERAGE VELOCITY(FEET/SEC.) = DEPTH (FEET) = .89 FLOW PRESSURE + MOMENTUM(POUNDS) CRITICAL FLOW VELOCITY HEAD (FEET) = FLOW SPECIFIC ENERGY(FEET) = 1.113 73.36 .222 3.56 1.59 .45 3.78 ============================================================================ \0 I 1 I I I 1 I I I I I I I I I I I I I 1 HYDRAULIC ANALYSES HEC-RAS CALCULATIONS \\ I I I I I I 1 I I I I I :x: :x: t'l Cl '<CO III en 0.' 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