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WSPC00271
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Last modified
1/26/2010 10:48:45 AM
Creation date
10/9/2006 2:03:14 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/31/1997
Title
Boyle IIIa WRP Enhancement-Amendment 1-Phase IIIa Scope of Services-Exhibits A-D-Tasks 1-11.02
Water Supply Pro - Doc Type
Operating Principles/Plan
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<br />. <br /> <br />. <br /> <br /> <br />6, 6. <br /> <br />. A historical direct diversion demand file (*H.ddm) that includes aggregatea structures, <br />. A calculated direct diversion demand file (*C.ddm) that includes aggregated structures, <br />. A direct diversion station file (*.dds) file that incorporates basin wide efficiency values <br />for aggregated structures and diversion capacities that reflect maximwn historical <br />diversion estimates. <br />Boyle: Task Memorandwn 3.09 containing approximately 7 pages of text describing this Task. <br /> <br />Task 3.10 Aggregate Municipal and Industrial Use <br /> <br />Objective: Aggregate municipal and industrial uses not explicitly modeled in Phase II to simulate their <br />depletive effects in the basin. <br /> <br />Asswnptions: The basis for estimating basin wide M&I use is the Phase II Consumptive Use model <br />and the conswnptive use report for "Other Uses". M&I uses are modeled as depletions rather than <br />diversions with return flows, The State will revise the StateMod CU report (*xcu) to include averages <br />for each structure. <br /> <br />Approach: <br />I. STATE: Summarize the non-irrigation use in the Phase II model under the historical demand <br />scenario using the StateMod consumptive use report (*.xcu) and M&I indicators such as no <br />irrigated acreage or an M&I return pattern in the direct diversion station file (* .dds) <br />2. STATE: Obtain annual "other water use" reflected in the Conswnptive Use report, <br />3. STATE: Calculate the aggregated M&I use as the difference between the non-irrigation uses from <br />the conswnptive use report and that modeled in Phase II. <br />4. STATE: Assign the aggregated M&I use to no more than 4 locations in the basin using <br />engineering judgment. For budgeting purposes, assume aggregated M&I use will be distributed to <br />no more than 4 locations evenly. <br />5, STATE: At a regularly scheduled progress meeting, brief Boyle team on spatial aggregation of <br />aggregated M&I and incorporate their input as appropriate, before completing task, <br />6, STATE: Estimate monthly aggregated M&I demands to be annual data distributed over 12 months <br />evenly. Using a spread sheet or editor, create a file of aggregated M&I demands in StateMod <br />format for the study period for demandts in Step 3,09, Assign aggregated M&I structures a senior <br />water right with a decree sufficient to satisfy their demand and an administration number to reflect <br />their highest priority use status. This data will be incorporated into StateMod files as part of Task <br />3.07. <br />7, STATE: Review the model network file (*net) resulting from the DMI makenet in task 3.04 to <br />reflect the aggregated M&I structures. <br />8, STATE: Prepare Task Memorandum 3,\0 containing approximately 3 pages of text describing the <br />results ofthe previous steps. The memo will include the following: <br />. Description of methods and result of the difference calculations between Phase II M&I <br />demands and the Consumptive Use model for "Other Uses", <br />. Location and amounts of aggregated M&I demands and their assigned water right and <br />administration nwnber. <br /> <br />1154 <br /> <br />Phase IIla Scope of Services <br /> <br />A.30 <br /> <br />Jan 31,1997 <br />
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