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MEA100.RES <br />**************************************************************************** <br />RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE <br />(Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) <br />(c) Copyright 1983-2011 Advanced Engineering Software (aes) <br />Ver. 18.0 Release Date: 07/01/2011 License ID 1499 <br />Analysis prepared by: <br />Kimley-Horn and Associates, Inc. <br />765 The City Drive <br />Suite 200 <br />Orange, CA 92868 <br />************************** DESCRIPTION OF STUDY ************************** <br />* MAINPLACE MALL EXISTING CONDITION <br />* DISCHARGE AREA "A" <br />* 100 YEAR STORM <br />************************************************************************** <br />FILE NAME: MPA100.DAT <br />TIME/DATE OF STUDY: 14:17 09/13/2018 <br />---------------------------------------------------------------------------- <br />USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: <br />---------------------------------------------------------------------------- <br />---------------------- <br />--*TIME-OF-CONCENTRATION MODEL* -- <br />USER SPECIFIED STORM EVENT(YEAR) = 100 <br />SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 <br />SPECIFIED PERCENT OF GRADIENTS(DECIMAL) <br />*DATA BANK RAINFALL USED* <br />*ANTECEDENT MOISTURE CONDITION (AMC) II <br />00 <br />00 <br />TO USE FOR FRICTION SLOPE = 0.95 <br />ASSUMED FOR RATIONAL METHOD* <br />*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* <br />HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING <br />WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR <br />NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) <br />------------------------------- ------ ----- ------ ------------ <br />1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 <br />GLOBAL STREET FLOW -DEPTH CONSTRAINTS: <br />1. Relative Flow -Depth = 0.00 FEET <br />as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) <br />2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) <br />*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN <br />OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* <br />*USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED <br />UNIT-HYDROGRAPH MODEL SELECTIONS/PARAMETERS: <br />Page 1 <br />