Hydraulic Study Sample Clauses

Hydraulic Study. Review the hydraulic studies prepared under Task 2 and resolve any outstanding issues or The report results will. be in the final design and plan preparation.
Sample 1
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Hydraulic Study. The VHB Team will conduct hydraulic analyses to predict water surface elevations and velocity profiles for both existing conditions and for build alternatives identified under Task 3 under a variety of flow conditions. HEC‐RAS model geometries will be prepared for the existing condition (dam in place) and up to two proposed conditions (i.e., dam removed, and one dam reconstruction or repair alternative). The existing hydraulic model, developed in 2018, will be used as a starting point. However, channel geometry will be supplemented or updated based on survey and bathymetry data gathered in completion of Task 2. In particular, model geometry will be extended upstream to include Xxxxx Xxxxx and downstream to include the tidal portion of the Oyster River as far as the Town’s wastewater treatment facility. A HEC‐RAS model geometry will be developed to reflect potential post‐removal channel geometry. Sensitivity analyses will be run to determine the influence of channel and overbank roughness on water levels, velocities and shear stresses, since a river may have slightly different hydraulic characteristics immediately after dam removal with the hydraulic roughness increasing as the former impoundment is colonized by vegetation. The results of the existing and proposed models will be compared to assess changes in water surface elevation and velocity profiles. The models will be compared for a variety of flow conditions, including bankfull flow, estimated summer baseflow, 5% and 95% spring fish passage flows, and two other flows of interest. The results will be analyzed (see other tasks) to identify if specific problems will need to be addressed during the design phase, such as scour protection around bridges, streambank stabilization, and sediment management among others.
Sample 1

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