Bijou Park Creek 2-Dimensional Hydraulic Model Sample Clauses

Bijou Park Creek 2-Dimensional Hydraulic Model. As discussed in Task 2.1 further refinement to SEZ design features is needed and will require further development of a 2-dimensional hydraulic model with the additional creek and floodplain field survey data collected under Task 2. The development of the 2-dimensional hydraulic model involves pulling the field survey and LiDAR topographic data into a digital elevation model, applying appropriate Xxxxxxx’x n values based on creek and floodplain cover/condition, establishing boundary conditions, and calibrating if possible, using any known stage-discharge relationships. Once operational and calibrated the model will be used to infer existing and future hydraulic conditions under scenarios corresponding with up to two restoration design alternatives. Results from the hydraulic modeling that will inform design development include modeled stage-discharge relationships across the project site, shear stresses induced on the stream channel, banks and floodplain, and flow velocities and preferential flow paths through the floodplain improvement areas.
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