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Two Rivers Gravel Pit Mine <br /> Riverside Berm Failure Analysis <br /> and Flood Control Mitigation Plan <br /> 7ech"olooicess January 22,2020 <br /> HEC-RAS HEC-RAS 5.0.0 <br /> U.S. Army Corps of Engineers <br /> Hydrologic Engineering Center <br /> 609 Second Street <br /> Davis, California <br /> PROJECT DATA <br /> Project Title: SPR WSP <br /> Project File : SPRWSP.prj <br /> Run Date and Time: 12/30/2019 8:30:25 PM <br /> Project in English units <br /> PLAN DATA <br /> Plan Title: SPR at Two Rivers WSP <br /> Plan File : C:\DATA\Flow Technologies\Projects -FT\Varra\FT 19 10 - Two Rivers\H&H\SPRWSP.p01 <br /> Geometry Title: SPR at Two Rivers <br /> Geometry File : C:\DATA\Flow Technologies\Projects -FT\Varra\FT1910 - Two Rivers\H&H\SPRWSP.g01 <br /> Flow Title : SPR at Two Rivers <br /> Flow File : C:\DATA\Flow Technologies\Projects -FT\Varra\FT1910 - Two Rivers\H&H\SPRWSP.f01 <br /> Plan Summary Information: <br /> Number of: Cross Sections = 5 Multiple Openings = 0 <br /> Culverts = 0 Inline Structures = 0 <br /> Bridges = 0 Lateral Structures = 0 <br /> Computational Information <br /> Water surface calculation tolerance = 0.01 <br /> Critical depth calculation tolerance = 0.01 <br /> Maximum number of iterations = 20 <br /> Maximum difference tolerance = 0.3 <br /> Flow tolerance factor = 0.001 <br /> Computation Options <br /> pg. 42 <br />