HomeMy WebLinkAboutHydraulicReport(Feb.15,1989)
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MARGARITA VILLAGE
HYDRAULIC REPORT
COUNTY OF RIVERSIDE, CALIFORNIA
TRACT NO. 23371-2
FEBRUARY 15, 1989
JOB NUMBER 10583M
ROBERT A. STOCKTON
R.C.E. # 33591 - EXPIRATION DATE 06-30-90
RICK ENG.INEERING COMPANY
3120 CHICAGO AVENUE, SUITE #100
RIVERSIDE, CALIFORNIA 92507
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I CONTENTS:
INTRODUCTION
CURB INLET STREET .B~.
HYDRAULIC ANALYSIS
CURB INLET STREET .ce"
HYDRAULIC ANALYSIS
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IiNTRODUCT I ON:
THIS REPORT DETAILS THE PROPOSED DRAINAGE SYSTEMS FOR UNIT
2 OF THE MARGARITA VILLAGE DEVELOPMENT. THE HYDROLOGY
CALCULATIONS ARE INeLUDED IN THE HYDROLOGIC ANALYSIS
ULTIMATE DEVELOPMENT FOR MARGARITA VILLAGE RETIREMENT
VILLAGE, TRAeTS NUMBER 23371, 23372 AND 23373. THE
HYDROLOGIC NODE NUMBERS ARE INCLUDED WITH THE INLET
eAPACITY CALCULATIONS. STORM DRAIN CALCULATIONS ARE
PROVIDED FOR THE CATCH BASINS IN STREETS"BB AND "ee". THE
HYDRAULIe ANALYSIS INeLUDES eALeULATIONS FOR INLET
eAPAeITY, PIPE FLOW NORMAL DEPTH AND VELOeITY FOR THE 100
YEAR FLOOD CONDITION.
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! HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
1===1========================================================================
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I<<<~<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
i Advanced Engineering Software [AES]
I SERIAL No. 107521
I VER. 2.3C RELEASE DATE: 2/20/86
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***f******DESCRIPTION OF RESULTS********************************************
1* 19583-M 2/15/89 *
* STORM DRAIN HYDRAULICS *
* ClimB INLET - STREET "BB" /VoDt /7 zl *
I***t************************************************************************
***t************************************************************************
I~~~f;~;;~~~~;;;~;~;;)~~:~:~~~~~~:~~~~~~~--------------~-----------------
!PIPE SLOPE(FEET/FEET) = .1240
I___l~~~~~~~~;~~:~~~~~~~:~~::::~~:=~~~_____________________________________
~-------_._-----------~------------------------------------------------------
1 !CRITICAL-DEPTH FLOW INFORMATION:
--- ------------------------------------------------------------------------
CRITICAL DEPTH(FEET) = 1.35
CRITICAL FLOW AREA(SQUARE FEET) = 1.676
CRITICAL FLOW TOP-WIDTH(FEET) = .897
CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) =
CRITICAL FLOW VELOCITY(FEET/SEC.) = 7.756
CRITICAL FLOW VELOCITY HEAD(FEET) =
CRITICAL FLOW HYDRAULIC DEPTH (FEET) = 1.87
CRITICAL FLOW SPECIFIC ENERGY(FEET) = 2.29
I:::[~~~~=~~~~~:~~~~:~~~~~~~~~~::::::::::::::::::::::::::::::::::::::::::
NORMAL DEPTH(FEET) = .61
FLOW AREA(SQUARE FEET) = .68
FLOW TOP WIDTH(FEET) = 1.475
FLOW PRESSURE + MOMENTUM(POUNDS) =
FLOW VELOCITY(FEET/SEC.) =
FLOW VELOCITY HEAD(FEET) =
HYDRAULIC DEPTH(FEET) =
FROUDE NUMBER = 4.955
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(C) Copyright 1982,1986 Advanced Engineering Software [AES]
Especially prepared for:
RICK ENGINEERING COMPANY
262.14
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492.06
19.099
5.664
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(C) Copyright 1982,1986 Advanced Engineering Software [AES]
Especially prepared for:
RICK ENGINEERING COMPANY
i
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---1-----------------------------------------------------------------~------
I<<<~<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I Advanced Engineering Software [AES]
I SERIAL No. 107521
1 ! VER. 2.3C RELEASE DATE: 2/20/86
<<<~<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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***t******DESCRIPTION OF RESULTS********************************************
1* 10583~M 2/15/89 *
* STORM'DRAIN HYDRAULICS *
* I~LET - STREET "cc" NoiJt. /7/J *
I***i************************************************************************
***t************************************************************************
I>>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<<
___L__________________--------------------------------______________________
PIPE DIAMETER (FEET) = 1.500
PIPE SLOPE (FEET/FEET) = .0710
I PIPEFLOW(CFS) = 11.00
MANNINGS FRICTION I FACTOR = .013000
1===r~~;~~~~:~~;;;=;~~;=~~;~~;~~~7========================================
------,--~-------------------------------------------------------------------
CRITICAL DEPTH(FEET) = 1.27
CRITICAL FLOW AREA(SQUARE FEET) = 1.596
CRITICAL FLOW TOPrWIDTH(FEET) = 1.081
CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) =
CRITICAL FLOW VELOCITY(FEET/SEC.) = 6.894
CRITICAL FLOW VEL9CITY HEAD(FEET) =
CRITICAL FLOW HYDRAULIC DEPTH (FEET) = 1.48
CRITICAL FLOW SPE9IFIC ENERGY(FEET) = 2.01
I:::[~~~~=~~~~~:~~~~:~~~~~~~~~~::::::::::::::::::::::::::::::::::::::::::
NORMAL DEPTH(FEET) = .65
FLOW AREA(SQUARE FEET) = .74
FLOW TOP WIDTH(FEET) = 1.487
FLOW PRESSURE + MOMENTUM(POUNDS)
FLOW VELOCITY(FEET/SEC.) =
FLOW VELOCITY HEAD(FEET) =
HYDRAULIC DEPTH (FEET) =
FROUDE NUMBER = 3.723
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205.4l
.74
330.01
14.888
3.442
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I I___l~:~~:~::_~~~~~~~~~~:~_:____________~~~=_________________________________
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