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Last modified
1/25/2010 6:24:09 PM
Creation date
10/4/2006 10:49:04 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State
Stream Name
South Platte River
Basin
South Platte
Title
Geomorphic Assessment at Surveyed Cross-sections South Platte River
Date
6/1/1996
Prepared For
UDFCD
Prepared By
Michael Stevens
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />c <br />o <br />.;::: 5092 <br />'" <br />> <br />'" <br />w <br /> <br />Channel <br />Bed <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.' <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />inadvertent and intentional grade-control structures that affect the bed profile is given in <br />Appendix C, Table L The weirs and dams predate 1983. Most of the District's grade-control <br />structures have been built since 1986. <br /> <br />There are two situations which motivate the placing of a new grade-control structure in the river. <br />When the thalweg degrades to the limiting elevation determined in the 1985 Master Plan, Urban <br />Drainage arranges for a grade-control structure to be built to prevent damage that could result <br />from further lowering of the bed. At other times, the limiting elevation has not yet been reached <br />but a good opportunity arises to place the grade-control structure immediately. This occurs in <br />conjunction with other activities along the river; for example, infrastructure construction. <br /> <br />Since 1986, the grade-control structures have been a large factor in the cessation or mitigation <br />of degradation in the Rural and Suburban reaches of the South Platte River in the Denver <br />metropolitan area. In fact, some beds that were degrading before construction of grade control <br />have come back to their former higher levels. Such is the case at the riprapped grade-control <br />structure between Cross Sections 27 and 28. <br /> <br />From March 1986, the river bed at Cross Section 28 (downstream from Interstate 270) was <br />degrading at a rate of about one foot a year (Fig. 7). In April 1990, a riprapped grade-control <br />structure with a boat chute was constructed approximately one-half mile downstream. <br />Immediately degradation was arrested and the river bed began to rise. Since that time, the bed <br />has stabilized at nearly the same level it was in 1986. <br /> <br />5094 <br /> <br />5093 <br /> <br /> <br />Structure <br />Built <br /> <br />... <br />- <br /> <br />/ <br /> <br />~ <br /> <br /> <br />5091 <br /> <br />Thalweg <br /> <br />5090 <br />Mar-86 Aug-87 Dec-88 May-90 Sep-91 Jan-93 Jun-94 Oct-95 Mar-97 <br /> <br />Figure 7. <br /> <br />History of bed and thalweg level changes at Cross Section 28. The downstream <br />grade-control structure was completed in April 1990. <br /> <br />12 <br />
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