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<br />e <br /> <br />CONTENTS (Continued) <br /> <br />Page <br /> <br />V. General Design Considerations (Continued) <br /> <br />Hydrologic Estimates <br /> <br />CuI vert Cos t <br /> <br />13-41 <br />13-42 <br />13-42 <br /> ~ <br />13-43 <br /> -~ <br />13-43 ,I <br />13-44 <br />13-44 <br />13-44 <br /> <br />Allowable Headwater Elevation <br /> <br />Drift and Debris <br /> <br />Sedimentation. .- <br /> <br />Outlet Velocity <br /> <br />Orientation with Stream <br /> <br />Culvert Length <br /> <br />VI. Design Procedure <br /> <br />13-47 <br /> <br />VII. Design Charts . . . . <br /> <br />13-63 <br /> <br />e <br /> <br />1 - Head for Concrete Box Culverts <br /> Flowing Full . . . . . . . . . . . . . 13-65 <br />2 - Head for Concrete Pipe Culverts <br /> Flowing Full . . . . . . . . . 13-66 <br />3 - Head for Standard C.M. Pipe Culverts <br /> Flowing Full . . . . 13-67 <br />4 - Head for Structural Plate Corr. Metal <br /> Pipe Culverts Flowing Full 13-68 <br />5 - Critical Depth - Rectangular Section 13-69 <br />6 - Critical Depth - Circular Pipe 13- 70 <br /> <br />. <br /> <br />7 - Headwater Depth for Box Culverts <br />with Inlet Control . . . . . <br /> <br />13-71 <br /> <br />- <br />... <br /> <br />e <br /> <br />iv <br />