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WSP11577
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Last modified
1/26/2010 3:18:04 PM
Creation date
10/12/2006 5:03:33 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407
Description
Platte River Basin - River Basin General Publications
State
CO
Basin
South Platte
Water Division
1
Date
8/1/1969
Author
Corps of Engineers
Title
Review Report - South Platte River and Tributaries - Colorado Wyoming and Nebraska - Interim Report on Sand and Toll Gate Creeks - Colorado - Report and Appendix I
Water Supply Pro - Doc Type
Report/Study
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<br />o~r~! <br />~~ <br /> <br />. <br /> <br />bed contains tall grass, brush, and trees. Twelve drop <br />structures were constructed in this reach to control channel <br />erosion. These structures, however, are in various stages of <br />disrepair. Construction materials for these structures included <br />rubble, timber, and concrete. A view of a typical rubble drop <br />structure is shown in figure 2. <br /> <br />, <br /> <br /> <br />Figure 2. A typical rubble drop structure. <br />July 1969. <br /> <br />e. The downstream reach of Cherry Creek is located between <br />Speer Boulevard and the South Platte River. The channel is 88 <br />feet wide and is defined by 10-foot-high concrete retaining walls. <br />A natural low-flow channel has developed to a width of about 20 <br />feet and a depth of about 5 feet. Twenty-two drop structures <br />are located at strategic locations to prevent further channel <br />degradation. These drop structures are in various stages of <br />disrepair and only remnants of some structures remain. The <br />minimum channel capacity in this reach is 8,000 cubic feet per <br />second. <br /> <br />. <br /> <br />9 <br /> <br />
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