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FLOOD02508
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Last modified
1/25/2010 6:24:39 PM
Creation date
10/4/2006 10:56:45 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
292
County
Adams
Community
Westminster
Stream Name
Big Dry Creek
Basin
South Platte
Title
Flood Hazard Area Delineation - Bruchez Farms Property, Big Dry Creek at Wadsworth Parkway
Date
1/1/1988
Designation Date
3/1/1988
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, I <br />I I <br />I <br /> <br />18 <br /> <br />ADDITIONAL HEC-1 RUNS <br /> <br /> <br />The above data on Improved Inlets and available storage were used in the existing <br /> <br /> <br />HEC-l model to determine their effects on the water surface elevation upstream of <br /> <br />the railroad. ThIs study represents a refinement of the current FHAD analysis. The <br /> <br /> <br />same assumptions were used as in the original FHAD study: fully developed, unde- <br /> <br />tained flows and the same floodway criteria. This study does reflect the reduced <br /> <br />outflows from Ketner Reservoir after completion of the recent construction and the <br /> <br /> <br />Inclusion of the effects of floodway storage. These changes represent a more de- <br /> <br />tailed, In-depth study of the flood elevations during the 10o-year event at a speCific <br /> <br /> <br />location on Big Dry Creek. The results of these changes are shown in Table 3. <br /> <br />During this study, the UDFCD and the city of Westminster redefined what .adequate <br /> <br /> <br />assurances. in regards to Standley lake means. In the original FHAD study, the <br /> <br /> <br />HEC-l model Included a constant outflow of 430 cfs from the principal spillway plus <br /> <br /> <br />an outflow hydrograph from the emergency spillway which peaked at 1,043 cfs. The <br /> <br /> <br />sum of these two peak flows Is about 1,470 cfs. Using the new definition of 'ade- <br /> <br /> <br />quate assurances., there Is assumed to be a constant outflow of 1,470 cfs from <br /> <br />Standley Lake. <br /> <br />In addition, the UDFCD and the city of Westminster also requested a study of what <br /> <br />Increase In the water surface would take place upstream of the railroad If land not <br /> <br />owned by the Bruchez family were excluded from the floodway storage volumes. <br /> <br /> <br />The results of the change In assumption for .adequate assurances. and reduced <br /> <br />storage volume are also shown In Table 3. <br />
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