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FLOOD10334 (2)
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FLOOD10334 (2)
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Last modified
1/29/2010 10:12:08 AM
Creation date
5/8/2007 2:24:39 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
588
County
Arapahoe
Jefferson
Community
Littleton
Stream Name
Massey Draw and SJCD (South)
Title
FHAD - Massey Draw and SJCD (South)
Date
12/1/2005
Prepared For
Urban Drainage and Flood Control District, Jefferson County, Littleton
Prepared By
Olsson Associates
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />'I <br /> <br /> <br />4-1 <br /> <br />I <br /> <br />I <br /> <br />I: <br /> <br />/1 <br /> <br />I <br /> <br />I <br /> <br />The 100-year profile was exported from HEC-RAS <br />identify flooding problems <br /> <br />'I <br /> <br />I <br /> <br />to HEC-GeoRAS <br /> <br />The drainage structure inventory provided by UOFCO was used to obtain the culvert data needed for <br />the models, The culvert at C-470 and West Ken Caryl Avenue was determined to have a slope- <br />tapered inlet. Due to the flow in the stream and the configuration of the culvert inlet, field <br />measurement was not possible, Construction plans were obtained from CDOT to obtain the <br />dimensions and elevations needed for the model. <br /> <br />to produce floodplain maps and <br /> <br />I <br /> <br />The discharge rates from the baseline hydrology model were used in <br />discharge rates are presented in Table A-5. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />the hydraulic analysis <br /> <br />The U.S, Army Corps of Engineers HEC-RAS (version 3.1.3, Reference 11) River Analysis System <br />program and HEC-GeoRAS (version 3,1.1, Reference 12) were used for the analysis. Geometric data <br />for the HEC-RAS model was obtained using HEC-GeoRAS and a digital elevation model (OEM) that <br />was generated using the project mapping. This data included the cross sections, river stations, and <br />channel and overbank lengths, The HEC-GeoRAS data was imported into the HEC-RAS model. The <br />boundary conditions, culvert data and flow discharges were then added, and the models were run for <br />the necessary storm events. <br /> <br />These <br /> <br />I <br /> <br />A hydraulic analysis was performed to estimate the capacity ofthe existing drainageways and water <br />surface elevations, The analysis was based on unobstructed flow through culverts and in the <br />drainageways. The project mapping was used in the analysis and was supplemented by field <br />investigations, the inventory of drainage structures, and available construction drawings and reports <br /> <br />I' <br /> <br />4 <br /> <br />1 <br /> <br />Methodology <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />4. Hydraulic Analysis <br /> <br /> <br />City 0/' Littleton <br /> <br /> <br />Flood Hazard Area Delineation <br />Massey Draw and SJCD (South) <br />December 2005 <br />
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