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FLOOD02918
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Last modified
1/25/2010 6:25:49 PM
Creation date
10/4/2006 11:19:58 PM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Community
Denver
Stream Name
South Platte River
Basin
South Platte
Title
Estimation of Flood Depth-Damage Curves for Residential, Commercial and Industrial Properties in the Denver Region
Date
10/1/1977
Prepared For
CWCB
Prepared By
Wayne J. Grahm (Master of Science Candidate at CSU)
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />I <br /> <br />I <br />I- <br /> <br />Sources of Depth-Damage Curves <br /> <br />Flood-depth-damage curves are available in various forms and un- <br /> <br />doubtedly are of various degrees of accuracy, Federal Agencies, as well <br /> <br />I <br /> <br />as local water resource development organizations, have developed such <br /> <br />curves. Some of the curves are based upon empirical data while others <br /> <br />I <br />I <br /> <br />are based upon synthetic data. Of the curves based upon empirical data, <br /> <br />some have been developed from interviews of flooding victims taken <br /> <br />especially for the purpose of developing damage estimates. Others have <br /> <br />I <br /> <br />been developed from flood insurance damage claim data. <br /> <br />It was interesting to learn that although some depth-damage curves <br /> <br />I <br /> <br />were receivng more widespread use than others (FIA curves and Galveston <br /> <br />Corps curves), many agencies thought that the curves had serious deficien- <br /> <br />I <br /> <br />cies. In these situations, the complaining agency would either amend the <br /> <br />Ie <br />I <br /> <br />curves, use another set of curves, or use the "deficient" curves under <br /> <br />protest. <br /> <br />I <br /> <br />Corps of Engineers <br /> <br />The Corps of Engineers has had a great need in the past for developing <br /> <br />I <br /> <br />reliable damage estimates which most often are developed from flood depth- <br /> <br />damage curves. In the Denver area, the construction of Mt. Carbon Reservoir, <br /> <br />I <br /> <br />Chatfield Reservoir, and Cherry Creek Reservoir has gone ahead due to favor- <br /> <br />I <br /> <br />able Benefit-Cost ratios. The selection of the depth-damage curves used <br /> <br />was most important in determining the flood control benefits used in the <br /> <br />I <br /> <br />benefit-cost analysis, <br /> <br />Earlier in the rcport, it was mentioned that the Office of the Chicf of <br /> <br />I. <br />I <br /> <br />Engineers, U. S. Army Corps of Engineers, does not have any regulations re- <br /> <br />garding depth-damage curves to be used by individual Corps District Offices. <br /> <br />I <br /> <br />30 <br />
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