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WSPC07654
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Last modified
7/29/2009 9:32:58 PM
Creation date
10/9/2006 6:35:39 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.300.20
Description
Colorado River-Colorado River Basin-Colorado River Basin Legislation-Law-Federal
State
CO
Water Division
5
Date
8/1/1989
Title
CR Colorado River Floodway Protection Act-Corres Reports etc-1987-89-Report of Colorado River Floodway Task Force
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />. <br /> <br />. <br /> <br />002759 <br /> <br />CHAPTER V <br /> <br />DRAFT <br />August 1, 1989 <br /> <br />RECOMMENDATIONS ON THE DEVELOPMENT OF SPECIFIC DES IGN <br />CRITERIA FOR THE CREATION OF THE FLOODWAY BOUNDARIES. <br /> <br />The boundaries of the Floodway will be determined by the <br />size of the river flow that must be accommodated. The river <br />flow is to be as determined by the combination of releases <br />from the mainstream dams (HOOver, Davis and Parker) and side <br />inflow from tributar ies and washes which represent a <br />realistic one-in-one hundred year river flow or 40,000 cfs, <br />whichever is greater. These requirements are stated in <br />Section 5(b) (1) of the Colorado River Floodway Protection v <br />Act and the accompanying legislative history. 0' <br /> <br />The vast volume of reservoir storage space at and above <br />Hoover Dam and river runoff above Hoover Dam dominate the <br />river flow patterns. Tributary runoff below Davis Dam occurs <br />from normally dry washes as a result of localized, intense <br />thunderstorms. While these flows may be of significant size <br />locally, they are usually of short duration and will <br />dissipate within the river channel over a relatively short <br />distance and time span. Historic river flow records are <br />quite good regarding normal flows in the river and releases <br />from the dams. However, there are very few good records on <br />rainfall events or flood events in the normally dry tributary <br />area. <br /> <br />A major problem faced by the Task Force was to develop a <br />technically sound process to evaluate tr ibutary flood flows <br />considering the lack of available data. A smaller Technical <br />Subcommittee, composed of Task Force members and personnel <br />from Bureau of Reclamation and the Corps of Engineers, and <br />private consultants, was formed to develop a recommended <br />process to determine tributary flood flows and recommended <br />specific design criteria for the creation of the F100dway . <br />boundaries. The final recommended design criteria and the \&~1 <br />recommended tributary flood flow determination process (&j~. <br />developed by the Subcommittee were documented in a draft ),l \ .. ~ <br />report of May 20, 1988 entitled Methodology for Determining~ 9 ,,'s ~ )~ <br />the Floodway Flows and Boundaries on the Colorado River. ~~ \~ <br />This report was accepted by the full Task Force at it I" <br />October 25, 1988 meeting. The final version of this <br />Methodology report is included as Appendix F of this report. <br /> <br />V-l <br />
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