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Last modified
1/26/2010 10:11:22 AM
Creation date
10/5/2006 4:47:21 AM
Metadata
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Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Mudflow A Two Dimensional Hyperconcentrated Sediment Flow-routing computer Model
Date
3/1/1989
Prepared For
State of Colorado
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />line <br /> <br />3.9 <br /> <br />][ari ab 1 es <br /> <br />(R) <br />HOUT(I,J,2) , Array of coefficients for the channel grid I~lement (I) outflow stage, <br />discharge relationship. <br /> <br />(R) <br />HOUT (I ,J, 3) , Array of exponents for the channel gri del ement (I) outflow <br />stage-discharge relationships. <br /> <br />(X) <br />NOSTA(I) - <br /> <br />Array of channel grid elements for which a stage-curve relationship <br />will be imposed. <br /> <br />(R) <br />STA (I ,J ,1) - Array of time for the stage,cuy've for the channel grid element (1)* . <br />(hours). <br /> <br />(R) <br />STA (I,J,2) , <br /> <br />(X) <br />NNODPRT <br /> <br />(X) <br />NOPRINT ' <br /> <br />(X) <br />NPRT(J) - <br />(X) <br />IWRFNOD ' <br /> <br />(R) <br />WRF(I,I) - <br /> <br />(R) <br />WRF(I,2) , <br /> <br />(R) <br />WRF(I,3) - <br /> <br />(R) <br />WRF(I,4) - <br /> <br />Array of water' surface elevations of the stage'curve for the channel <br />grid element (I) (feet). <br /> <br />Number of channel grid elements for which output data is not to be <br />printed. <br /> <br />Swi tch, 0 or 1; if NOPRINT "' 1, then the outflow data for the channel <br />or the flood plain outflow grids are not printed. <br /> <br />Array of channel elements which ,Ire not to be printed. <br /> <br />Number of grid elements for which width reduction factors will be <br />assigned. <br /> <br />Width reduction factor (WRF) for grid E!lement(I) for flow to the <br />north (0 ~ WRF(I,I) ~ 1.0). Multiplying the width (SIDE), by <br />WRF(I,I) results in a smaller now width. See Appendix B for further <br />description of the WRF. <br /> <br />Width reduction factor for gdd element (I) for flow to the east <br />(0. ~ WRF(I,2) ~ 1.0). <br /> <br />Width reduction factor for grid element (1) for flow to the south <br />(0. ~ WRF(I,3) ~ 1.0). <br /> <br />Width reduction factor for' grid element (I) for flow to the west <br />(0. ~ WRF(I,4) ~ 1.0). <br />
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