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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 /> ELECTIONIC COMPUTER PIOGRAM ABSTIACT <br />TIT L.E 0' PROGRAM HEC-5Q Simulation of Flood Control and I PROGRAM NO. <br /> Conservation Svstems lIncludin" Wa~er n..~H... A, .1, .h) <br />"E""'''IHO AGENCY U.S. Army Corps of Engineers, The Hydrologic Engineering <br /> ""0 "~H O~';1h <br />",UTHOR Bill Eichert, HEC and DATK 'au IT ATUI 0' PfIIOGfIIAM <br /> Don Smith (water quality portion) ~H~.:f TTT IITAU ..~ <br /> Resource Mana..emDn" Ao~' .... 1979 <br />A. PUftpo.a 0... 11'''00'''''' <br /> This program simulates the sequential operation of a single reservoir <br /> for flood control and conservation purposes including water temperature. <br /> The flows to be released are determined by the program to meet at site and <br /> downstream control point requirements. <br />.. "'ROOR"M INCIIlfICATION' <br /> The program is written in FORTRAN IV. One reservoir, 15 control points <br />and any length of study period can be evaluated by the water quality portion. <br />c. "KTHOD' (See HEC-5 abstract for water quantity portion of model.) <br /> Reservoir inflow rate and quality is routed through the reservoir and <br />the minimum allowable discharge for all downstream needs is computed. The <br />discharge and all intervening local inflow are routed to all control points <br />downstream of the reservoir. The thermal simulation of the reservoir and <br />river system uses the equilibrium temperature approach. Violations of <br />control point temperature requirements are minimized by mixing reservoir <br />discharges from the different vertical levels allowed at the intake structure <br />D. EQUIP..NT DnAI.... <br /> The program was developed on a CDC 7600 with 65K words of storage. The <br />program is overlayed. <br />a. IN",,, <br /> Card input and printer output are used. A scratch unit is used to <br />transfer the discharge flow rates to the overlayed water quality <br />subroutines. <br />p, ADDITIONAL 1t."ARK' <br /> This program is a direct expansion, in subroutine form, of the HEC-5A <br />computer program. A phase 11 model is under development for other water <br />quality parameters and for evaluating parallel and tandem reservoir systems. <br /> <br />ING POIIII <br />, AUO 60 <br /> <br />2883 <br /> <br />.....IlYIOU. .DITIONI AR. O.......TI:. <br /> <br />19 <br />
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