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Last modified
1/26/2010 10:11:22 AM
Creation date
10/5/2006 4:47:21 AM
Metadata
Fields
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 />(1) <br />NXSEC ' <br /> <br />(I) <br />NXPRT ' <br /> <br />(I) <br />NNXSEC ' <br /> <br />(1) <br />NOD X (I) , <br /> <br />(I) <br />IT! ' <br /> <br />(I) <br />NODEQP - <br /> <br />(R) <br />VA ' <br />(R) <br />VB ' <br /> <br />(R) <br />YSA ' <br /> <br />(R) <br />YSB ' <br /> <br />(R) <br />SGS - <br /> <br />(R) <br />SGW - <br /> <br />3,10 <br /> <br />Variable~, <br /> <br />The number of cross sections to be analyzE,d. If NXSEC = 0, then all <br />the output data for the f"lDod plain grid elements will be printed <br />in the output file. <br /> <br />Switch 0 or I, if NXPRT = 0, the cross sE,ction summarv information <br />including cross section discharge, averagre cross section velocity, <br />width and depth are to be omitted from the output file. <br /> <br />Number of grid elements in a given cross section, the number of grid <br />elements does not have to constitute an entire cross section only <br />(e.g., one grid element out of many in the cross section may bee. <br />designated). <br /> <br />Array of grid elements constHuting a given cross section to be <br />written in the output file. <br /> <br />Number of time intervals of 'length (TOUT) for which a sediment <br />concentration by volume will be specified for adding sediment to the <br />watershed channel grid elements in developing a mud flow outflow <br />hydrograph from the watershed at the fan apex. <br /> <br />The grid element for which the outflow hyd!rograph from the watershed <br />will be specified. This hydrograph would constitute inflow <br />hydrograph for routing the mud flow across the all uvi a 1 fan. <br /> <br />Coefficient of the viscosity T'E!lationsh'ip in Equation 2.19. <br /> <br />Exponent of the viscosity relationship 'in Equation 2.19. <br /> <br />Coefficient of the yield stress relationship in Equation 2.18. <br /> <br />Exponent of yield stress relationship in Equation 2.18. <br /> <br />Specific gravity of the sediment in the mud flow. <br /> <br />Specific gravity of water or of the fluid matrix generally set equal <br />to 1. 0 . <br />
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