Main and Auxiliary Embankment Dams Sample Clauses

Main and Auxiliary Embankment Dams. A. Consultant will perform seepage analyses using two-dimensional finite element methods (SEEP/W) to evaluate pore pressures for use in the stability and deformation analyses. The seepage analysis will be verified by comparing the analysis results with the historic observations of seepage, inferred phreatic surfaces and monitoring data available from the District. B. Seepage control provisions of the design by Consultant will be based on projected seepage quantities under a 30-foot future raise of the reservoir. No seepage modeling or analyses will be performed for a 30-foot raise configuration. Instead, an appropriate factor of safety will be applied to the projected seepage quantities for a raised reservoir condition. Filters and drains within the dam will be sized for anticipated seepage through the dam, foundation, and abutments without inclusion of a foundation grouting, upstream seepage blanket or other seepage reduction system. C. Consultant will analyze the final design configuration for long-term settlement using both simplified and finite element (SIGMAIW) methods. The settlement analyses will be used to finalize the design crest elevations and camber profiles for both dams. D. Static stability analyses will be performed by Consultant for temporary construction excavation slopes (including the impacts of construction dewatering), and static and pseudo- static stability analyses will be performed by Consultant for the remediated slope configurations. The analyses will be performed by Consultant to confirm that the slopes meet the design criteria specified in the DCM. The stability analyses will be performed by Consultant using steady-state seepage conditions and limit equilibrium methods (UTEXAS or SLOPE/W) and finite difference methods (FLAG Slope). The analyses will be performed using the material strengths and unit weights developed from previous work and the Design Phase investigation. It is assumed that up to three (3) transverse cross-sections will be evaluated at the Main Dam and up to two (2) cross-sections will be evaluated at the Auxiliary Dam. E. Seismic response and deformation analyses will be performed by Consultant to optimize the final embankment geometries. The analyses will be performed using ground motions associated the Xxxxxxx Fault (local source), and the San Andreas Fault. The analyses will be performed using the Newmark sliding block approach, and fully non-linear finite difference analyses. Seismic stability and potential ...
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