Sediment Model Selection Sample Clauses

Sediment Model Selection. As noted in Section 1.1, the sediment TMDL target is based on the difference between the particle size dis- tribution of bottom sediments in Clarks Creek and the particle size distributions in bottom sediment samples from lightly developed reference creeks. Bed sediment composition is a function of the native material and the energy available to mobilize, sort, and/or deposit sediments along the channel bottom. This is a dynamic process that changes over time. A HEC-RAS hydraulic model will be used to perform hydraulic modeling of the stream channel. Sediment transport dynamics will be modeled using auxiliary spreadsheet tools. The Clarks Creek Sediment Reduction Action Plan (CCSRAP) modified a HEC-RAS model that was developed by the Federal Emergency Management Agency (FEMA) for a Flood Insurance Study (FIS) published in 2009 (BC 2013; FEMA 2009). Modifications to the HEC-RAS model included the addition of new cross-sections along Upper Clarks Creek (BC 2012a). The modified HEC-RAS model from the CCSRAP will be used as a starting point for this study and will be updated with additional cross-sections in key locations on Clarks Creek and its tributaries. In addition to updating geometric data, the HEC-RAS model will be refined by ad- justing effective conveyance limits, Xxxxxxx’x roughness parameters, and energy loss coefficients to obtain reasonable agreement between measured and computed hydraulic characteristics. The project QAPP will identify locations for the new cross-sections and provide more detailed descriptions of the HEC-RAS model- ing and magnitude-frequency analysis (MFA) approaches.
Sample 1
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Related to Sediment Model Selection

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