Laserfiche WebLink
<br /> e <br />CONTENTS (Continued) Page <br />V. General Design Considerations (Continued) <br /> Hydrologic Estimates 13-41 <br /> Allowable Headwater Elevation 13-42 <br /> Drift and Debris 13-42 <br /> ~ <br /> Sedimentation . 13-4 3 <br /> Outlet Velocity 13-43 . <br /> Orientation with Stream 13-44 <br /> Cul vert Cost 13-44 <br /> Culvert Length 13-44 <br />VI. Design Procedure . . . . . . . . . . . . . . . . . 13-47 <br />VII. Design Charts . . . . . . . . . . . . . . . . . 13-63 e <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 /> Pip.e Culverts Flowing Full 13-68 <br /> 5 - Critical Depth - Rectangular Section 13-69 <br /> ... <br /> 6 - Critical Depth - Circular Pipe 13- 70 <br /> 7 - Headwater Depth for Box Culverts .. <br /> with Inlet Control . . . . . . . . . . . 13-71 <br /> <br />e <br /> <br />iv <br />