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FLOOD10338
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Last modified
1/26/2010 10:13:04 AM
Creation date
10/19/2007 1:03:36 PM
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Floodplain Documents
County
Statewide
Basin
Statewide
Title
TR-20 Computer Program for Project Formulation Hydrology
Date
5/1/1983
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />3-15 <br /> <br />~- <br /> <br />3.6 STANDARD CONTROL STATEMENTS <br /> <br />The Standard Control (see form, Appendix F, pages F-14 and F-15) is used <br />to set forth the sequence in which flood routings through the reaches <br />and structures of a watershed will be performed. The statements on the <br />completed form cause a runoff hydrograph to be developed, to be routed <br />through a structure or routing reach, and to be added to hydro graphs for <br />intervening areas. They may also be used to move a hydrograph to a <br />different location in computer storage, or to divide it into 2 separate <br />hydrographs. <br /> <br />.- <br />. <br /> <br />. <br />.' <br /> <br />-- <br /> <br />A "6" must be inserted in column 2, the "Data Code", for all Standard <br />Control statements except ENDATA. The "Operation" (Columns 4 through <br />11) is described by a code name and a number. The code names are RUNOFF, <br />RESVOR, REACH, ADDHYD, SAVMOV, DIVERT, and ENDATA. These names are for <br />the convenience of the user while the corresponding number in column II <br />identifies to the computer the operation to be performed. Appendices A <br />through E show completed Standard Control instructions for five related <br />sample jobs. For example, in Sample Job Number 1 (Appendix A, page A-5 <br />and repeated below for the readers' convenience) the first statement, <br />RUNOFF 1 causes an inflow hydro graph to be developed for the area above <br />structure 1. The statement, RESVOR 2, causes the inflow hydrograph to <br />be routed through structure 1. The statement, REACH 3, causes the <br />outflow from structure 1 to be routed through the next stream reach (1). <br />The ENDATA card signifies completion of the Standard Control. <br /> <br /> <br />. <br /> <br />In Sample Job number 2 (page B-5), cQntinuing downstream the RUNOFF 1 <br />statement for cross section 1 causes a hydrograph to be developed for <br />the local inflow to the reach previously routed. The ADDHYD 4 statement <br />causes the reach routed hydrograph to be combined with the local inflow <br />hydrograph. The REACH 3 operation instructs the computer to do the <br /> <br />
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