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WSPC06470
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Last modified
1/26/2010 12:06:10 PM
Creation date
10/9/2006 5:54:18 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.100
Description
Colorado River Computer Models - Colorado River Simulation System - Reclamation - CORSIM
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1983
Author
DOI-BOR
Title
Colorado River Simulation System - CRSM Programmers Manual
Water Supply Pro - Doc Type
Report/Study
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<br />Variables in Common <br /> <br />II COMMON II <br /> <br /> <br />001288 <br /> <br />ACCU(I,J) <br /> <br />A stqrage location for data going to TAPEDIT. <br /> <br />I = Number of the TAPEDIT print parameter. <br />(I=l,NTOT) <br />J = A month index that represents the current <br />month and year in a 60-month print cycle. <br />The cycle begins with J = 1 representing <br />IYRFIR and cycles every 60 months. <br />(J=1,60) <br /> <br />KQINNM is equivalenced to ACCU in INITIAL, <br />REAnER, and SCRIBl to temporarily provide a <br />storage location for transferring variable <br />KQINNM between subroutines during run ini- <br />tialization. <br /> <br />ALFA <br /> <br />The distribution of total system storage be- <br />tween Lakes Powell and Mead for the surplus <br />strategy. Ratio of Powell storage to Mead <br />storage. (Decimal ratio) <br /> <br />Read from SUR?LUS card in INITIAL. <br /> <br />AMBDEM <br /> <br />The sum of all diversions from the basin <br />during one month. Used for mass balance <br />checking of wi.ter. (acre-ft) <br /> <br />~ <br /> <br />AMBINF <br /> <br />The sum of all <br />ing one month. <br />ing of water. <br /> <br />inflows into the basin dur- <br />Used for mass balance check- <br />(acre-ft) <br /> <br />AMWDMAX <br /> <br />Maximum monthly diversion3to MWD. Used in <br />surplus computations. (it Is) <br /> <br />Read from SURPTWO card in INITIAL. <br /> <br />A1, A2, A3, A4 Coefficients and limits for the linear <br />equation used to vary the depletion level <br />of upper basin trended demands. The deple- <br />tion level is varied as a function of the <br />April-July natural flow at Lees Ferry. <br /> <br />A1 = Coefficient 1 <br />A2 = Coefficient 2 <br />A3 = upper limit of variation <br />A4 = Lower limit of variation <br /> <br />Read from DEPCOEF card in INITIAL. <br /> <br />14 <br />
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