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Last modified
1/25/2010 6:49:38 PM
Creation date
10/5/2006 1:39:43 AM
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Floodplain Documents
County
Statewide
Basin
Statewide
Title
The Hydrologic Engineering Center Computer Program Abstracts
Date
2/1/1980
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />ELlCTRONIC COMPUTER PROGRAM ABSTRACT <br /> . <br />TIT~I! 0' ",OO"AII Stre8lll Hydraulics . C"A" "D, <br />{Part of the Water Qualitv for Rivet:'~Jlaaervoir Systems Model _ Cente-i--;- <br />",I!"A"IMG AGIl"CTU.S. Army Corps of Engineers, The Hydrologic Engineering <br />..nQ "~~";'.-I nft.<a "ft;<~ ., <br />I AUT NOlO,.. DAT" fTD -----_.~- <br /> IT ATUS 0" ""OG""" <br />Resource Management Associates ~HA.. I-TA.. -- <br />Don Smith and Ian King October 1978 <br />I ~~ PU"POSK OF PtlllOOR.1I and depth at regular intervals in a stream <br />This program evaluates velocity,flow network of branching channels and/or around islands. It can also be used to <br />produce a magnetic tape or disk interface for the Stream Water Quality program <br />and/or accept input from the Reservoir Water Quality program for a river-reservo <br />system analysis. This program is also capable of accepting inflow hydrographs <br />frOlll the STORM program. <br />.. ....OOIll..I,.CII'ICATIOMI . <br />The program is written in FORTRAN IV. Dimensions allow for 30 inflow tributari <br />and withdrawals, and 41 cross sections having up to 21 vertical layers. <br />c. ..TttODS <br />The user has a choice from six hydraulic computation methods; stage-flow con- <br />trol, backwater, Muskingum, modified PuIs, kinematic wave and St. Venant. <br />D. aQUIN...T DIIT All.. used <br />The program is operational on the CDC 7600 and the UNIVAC 1108 but may be other high speed computers with minor modifications. The program requires 52K <br />words of storage on the CDC 7600. Program input options allow the user to <br />specify input-output unit numbers. In addition to these unite, unit numbers <br />5, 6 and 7 are reserved for the card reader, line printer and card punch res- <br />pectively. <br />!. '''"',.''''T",' <br />Input has been designed to accept the Same cross section data as HEC-2 except <br />for bridge sections. This program can receive its upstream input via inter- <br />face with the Reservoir Water Quality programs and can output hydraulic con- <br />ditions for interface with the Stream Water Quality program. <br />,.. AODITIONAL ........a <br /> <br />ir <br /> <br />s <br /> <br />on <br /> <br />IIMI; POllII 2883 <br />1 Aua . <br /> <br />......OU. IIlDlTION. ..ilia O_eoLKT&. <br /> <br />24 <br />
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