WSPC06470

• 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

001313

TQTOT(I,J}

TRENDC(I,J,K)

TRENDP(I,J,K}

TRENDYR

TSMASS(I}

stored in TONSPU has been shorted if the re-
turn fl.ow for the month was shorted. (tons)

I = Index of the reach where the return flow
returns.
J = Inflow sequence index where the return-
flow returns.

The flow in the river at each sequence point,
set during the hydrologic balancing process
each month. (QTOT contains a similar value
set during the salt routing process.)
(acre-ft)

I = Index of the reach.
J = Sequence number.

Coefficients used in the demand trend func-
tion (consumptive use equation) for trended
demands. Note: All demands are converted to
trended demands by the SMDID program.

Index of the reach where the demand is
located.
Demand sequence index.
1 This coefficient is the constant
term (the base consumptive use).
(acre-ft)
2 This coefficient is the slope of the
dem,nd. (acre-ft/year) (This value
is L for demands that were
originally untrended.)

Read from DEMSUR cards in READER (when
DSX>20) .

I =
J =
K =
K =

Monthly diversion as a percentage of the an-
nual diversion. (percent)

I = Index of the reach where the demand is
located.
J = Demand sequence index.
K = Month number. (K=1,12)

Read from DEMSUR cards in READER (when
DSX>10).

The number of years from the base year for
demand trend functions to the current year.
Used in the demand trend function (consump-
tive use equation).

SUm of yearly salt masses, for each reach to
be included on the annual Flow and Salt -

39