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CRDSS_Task1_15-16_DataManagementInterfaceToEstimateNaturalStreamflowAtNetworkNodes
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CRDSS_Task1_15-16_DataManagementInterfaceToEstimateNaturalStreamflowAtNetworkNodes
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Last modified
9/26/2011 8:32:33 AM
Creation date
7/11/2008 11:31:13 AM
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Decision Support Systems
Title
CRDSS Task 1.15-16 - Water Rights Planning Model - Data Management Interface Utility to Estimate Natural Streamflow and Inflow at Network Model Nodes
Description
This task memorandum outlines and describes the procedures of the data management interface (DMI) utility that will be used to estimate natural streamflow and inflow at network model nodes.
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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Determine the average annual unit basin natural streamflow for each of the selected CRDSS core <br />? <br />stations: <br />UBD = (1 / DA ) * DIS (3) <br />s s s <br />2 <br />where UBD is the average annual unit basin natu ral streamflow (acre-feet per mi ) for the CRDSS <br />s <br />2 <br />core station s, and DA is the tributary dr ainage basin area (mi ) for the CRDSS core station. <br />s <br />Develop a simple linear regression relationship between the unit basin na tural streamflow (UBD ) <br />? <br />s <br />for the CRDSS core stations and the core stations' mean basin elevations (MBE ) such that: <br />s <br />UBD = a * MBE + b(4) <br />n n <br />where UBD is the average annual unit basin natural streamflow for node n, MBE is the mean <br />n n <br />basin elevation for node n, a is the slope of the linear regression relationship, and b is the y axis <br />intercept of the linear regression relationship. <br />Using the mean basin elevation for the model node of interest and the regression relationship <br />? <br />(equation 4), determine the average annual unit natural streamflow for the model node, UBD . <br />n <br />Then, using the tributar y drainage area for the subject mode l node, determine the average annual <br />natural streamflow: <br />DIS = DA * UBD (5) <br />n n n <br />where DIS is the average annual natural streamflow (acre-feet per year) for node n, and DA is the <br />n n <br />2 <br />drainage area (mi ) tributary to the node of interest. <br />Determine the monthly time series for natural str eamflow at the model node of interest using the <br />? <br />selected CRDSS core station: <br />NATFLW = ( NATFLW / ANLFLW ) * DIS (6) <br />n,m s,m s,y n <br />where s is the CRDSS core station selected to di stribute the average annual natural streamflow at <br />the node of interest into a monthly time series. For each year, y, of the study period, there will be <br />12 values (m equals 1 through 12) of NATFLW for model node n. <br />Determine the time series for total upstream na tural streamflow for immediate upstream inflow <br />? <br />nodes: <br /> N <br />UPNAFLW = NATFLW (7) <br />j n,j <br />n=1 <br />where UPNAFLW is the total upstream natural streamflow for the current month j, and N is the <br />j <br />total number of immediate upstream inflow nodes including inflow nodes on tributaries. The <br />figure below illustrates the immediate upstr eam inflow nodes for calculating UPNAFLW. <br />5 <br />A275 01.09.95 1.15-16 Hyre, Fosha <br />
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