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CRDSS_Task1_15-15_DataManagementInterfacetoEstimateStreamflowatUSGSGages
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CRDSS_Task1_15-15_DataManagementInterfacetoEstimateStreamflowatUSGSGages
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Last modified
9/26/2011 8:32:33 AM
Creation date
7/11/2008 11:24:27 AM
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Decision Support Systems
Title
CRDSS Task 1.15-15 - Water Rights Planning Model - Data Management Interface Utility to Estimate Natural Streamflow at U.S. Geological Survey Gaging Stations
Description
This task memorandum outlines and describes the procedures of the data management interface (DMI) utility that will be used to estimate natural streamflow at U.S. Geological Survey (USGS) gaging stations.
Decision Support - Doc Type
Task Memorandum
Date
1/9/1995
DSS Category
Surface Water
DSS
Colorado River
Basin
Colorado Mainstem
Contract/PO #
C153658, C153727, C153752
Grant Type
Non-Reimbursable
Bill Number
SB92-87, HB93-1273, SB94-029, HB95-1155, SB96-153, HB97-008
Prepared By
Riverside Technology inc.
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TABLE 2. VALUES USED FOR <br />DEPLETION ANALYSIS <br />PARAMETERVALUE <br />Transmissivity, gpd/ft10,000 to 40,000 <br />Distance Field from Stream, f t 1,000 to 10,000 <br />Voids Ratio0.20 <br />Farm Head Gate Efficiency0.30 to 0.60 <br />The user will specify the total number of upstream ditch structures that export water out of the <br />? <br />basin, divert around the USGS gage, import into the basin, and provide municipal uses. <br /> <br />For each such structure, the user will specify the structure ID numbers (ditstaid) along with an <br />? <br />alphanumeric name to identify the structure. Also for each ditch structure, the user will specify <br />whether water diverted through the structure was used for (a) diversion outside of the basin <br />(ex), (b) bypass of the USGS gaging station (by), (c) diversion into the basin (im), or (d) <br />municipal (mu). The user will specify for each ditch structure an adjustment factor (0.50, 1.00, <br />etc.) that could be used to increase or decrease the amount of water diverted through the <br />structure. The default adjustment factor will be one. <br /> <br />The user will specify one of two options for monthly municipal return flow factors that <br />? <br />represent sewage effluent return flows and lawn irrigation return flows. Table 3 shows default <br />monthly municipal return flow factors for Option No. 1. <br />TABLE 3. DEFAULT MUNICIPAL RETURN FLOW FACTORS <br />JANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDE C <br />0.900.880.860.560.450.380.390.440.560.741.000.9 0 <br />Option No. 2 will allow the user to specify factors that are different from the default values. <br />See Appendix A of this task memorandum for derivation of the default municipal return flow <br />factors. <br />The user will specify the total number of upstream reservoir structures. <br />? <br /> <br />For each reservoir, the user will specify a reservoir structure ID number (resstaid) along with an <br />? <br />alphanumeric name to identify the structure. <br />The ASCII text file format for the required input file is shown in Table 4. <br />4 <br />A275 01.09.95 1.15-15 Hyre, Fosha <br />
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