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<br />, <br /> <br />. <br /> <br />'" <br /> <br />:0003~8' <br /> <br />Operations Code Overview <br /> <br />loop) so that they cannot interfere with the first pass through the water rights allocation step, <br />which includes the Uncompahgre Valley Project's agricultural water rights. <br /> <br />Configu rei nstrea mFlowsAsDema nds [DO RI GHTS. M aD] <br /> <br />This procedure configures the Instream Flow constructs in the network so that they are <br />represented by a link to mass-balance and an intlow from mass-balance which returns the same <br />quantity of water as was diverted to the mass-balance node by the link. This allows the <br />instream !low construc:ts to compete with other water rights without produdng any additive <br />rank problems. <br /> <br />Solve [CRAMHOOK.MODJ <br /> <br />This procedure calls the Out-of-Kilter Algorithm to solve the network as contigured <br />when the procedure is called. It uses modular global variahles passed into the CRAMHOOK <br />module to determine which season/year it is working on for the purposes of error reporting. <br /> <br />This procedure calls OOK ISUPERK.MODj which is a CRA:v! Library function which <br />optimizes networks. <br /> <br />ConvertlnstreamFlowsT 01 nChannel [DORIGHTS. MOD] <br /> <br />After the water rights solution of the network with {nstream Flow constructs contigured <br />as "DEMAND-INFLOW" pairs, this procedure "saves" the actual tlows in the instream-tlow <br />reaches (or the decreed IDinimum instream tlow amount, if less) on a channel arc parallel to the <br />excess tlow arc. This contiguration "protects" the minimum tlow from being reduced in any <br />subsequent solution step. <br /> <br />SetUpU ncompa h 9 reRig htForFlowRoutingStep [DO RI G HTS. MOD] <br /> <br />Sets up the appropriate contigurations for the six Uncompahgre Valley Project canals <br />with headgates on the Uncompahgre River. depending upon whether or not the Project's senior <br />right on the Uncompahgre was calling during the allocation. This step moves the <br />Uncompahgre Valley Project canals "extension cords" bac:k to their point of diversion from the <br />river, limits their capacity to the !low achieved in the previous step, and gives them the highest <br />priority in the network to insure that they don't lose the water they were alloc:ated. <br /> <br />DoPostWaterRightsAccounting IACCOUNTG.MODJ <br /> <br />This procedure performs calculations necessary to keep the accounting networks in sync <br />with the physical system being simulated. This procedure transfers intormation about Taylor <br />Park and Ridgway reservoirs' operational releases to the accounting network links. If the <br />month of the simulation is Taylor Park's administration date it freezes the bookover link in <br />Taylor Park's accounting network. This procedure also checks to see if there is too much <br />water stored in the UVWUA accounts between Taylor Park. Blue Mesa, and Ridgway and <br />calculates the tinal total amount of UVWUA project water left in the reservoirs and availabfe <br />for release through the Gunnison tunnel. <br /> <br />5 <br />