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Last modified
1/26/2010 11:34:02 AM
Creation date
10/9/2006 3:46:12 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
6/12/1996
Title
Boyle IIIa WRP Enhancement-Phase IIIa Scope of Services-Tasks 1-11-Draft
Water Supply Pro - Doc Type
Operating Principles/Plan
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<br />1066 <br /> <br />Group 1 <br />Aggregated Structure location: (describe network position) <br />Disaggregated structures: <br />Name and ID Location Structure # Comment <br />..,etc, <br /> <br />Group 2 <br />Aggregated structure location: (describe network position) <br />Disaggregated structures: <br />Name and ID Location Structure # Comment <br />...etc, <br /> <br />The memo should describe special cases where the grouping required engineering judgement <br />or otherwise did not conform to the criteria listed under subtask 2,03. A copy of the map <br />produced in Subtask 2,03 should be included, It is expected that the memo will be 3 pages <br />or less in length, excluding the figure and table, <br /> <br />Make the Draft Task Memorandum available to the Division Engineer for his review, Hold <br />a meeting or teleconference with him to review the administration classes. RTI to provide <br />written comments on this draft memo, <br />4. STATE: Finalize memo, <br /> <br />Deliverables: <br />1. A single plot of three data series for cumulative decreed vs. administration date, <br />2, Ten classes of water rights for use in White River aggregation, <br />3. Draft memo describing process and results of this subtask. <br />4. Final memo <br /> <br />Phase IlIa Scope of Services <br /> <br />A-14 <br /> <br />June 12, 1996 <br /> <br /> <br />Subtask 2.06 <br /> <br />Assign Return Flow Characteristics If 7) >0-50> <br /> <br />"- 1101.'-':1 <br />Specify the modeled timing and location of return flows resulting from diversions by <br />the aggregated irrigation Structures, and prepare the Statemod .rtn input file. <br /> <br />Objective: <br /> <br />Assumptions: <br /> <br />Return flow timing will be specified as one of three patterns used in the Phase II <br />model. Inclusion of aggregated structure nodes in the model will not impact the return <br />flow location of Phase II diversions. <br /> <br />Approach: <br />1. RTIWR: For each aggregated irrigation structure, select one of the three return flow <br />patterns to represent timing of return flow. The selection, which will be subjective, will be <br />based on Proximity to a channel that can conduct water back to the river. <br />2. STATE: For each aggregated structure, select a return flow node based on inspection of the <br />maps produced in Task 2.02, In most cases, the next downstream node will receive all <br />return flows; however, there may be cases in which flow enters the stream further <br /> <br />
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