Laserfiche WebLink
<br />. <br /> <br />. <br /> <br />TABLE OF CONTENTS (continued) <br /> <br /> 5.2.2.1 River Morphology and River Response. <br />. 5.2.2.2 Equilibrium Slope. <br /> 5.2.2.3 Design Discharge <br /> 5.2.2.4 Supply Reach <br /> 5.2.2.5 Sediment Transport Equation. <br /> 5.2.2.6 Sediment Size. <br />. 5.2.3 Design Procedures and Example. <br /> 5.2.3.1 Equilibrium Slope Determination. <br /> 5.2.3.2 Design Example <br /> 5.3 Erosion Control Checks <br />. <br /> 5.3.1 General. <br /> 5.3.2 Desi gn Criteria. <br /> 5.3.2.1 Equilibrium Slope. <br /> 5.3.2.2 Final Equilibrium Slope. <br />. 5.3.2.3 Material <br /> 5.3.2.4 Size <br /> 5.3.3 Design Procedures. <br />. 5.4 Riprap <br /> 5.4.1 Design Cd teda. <br /> <br />. <br /> <br />5.4.1.1 <br />5.4.1.2 <br />5.4.1.3 <br />5.4.1.4 <br />5.4.1.5 <br />5.4.1.6 <br /> <br />Rock Properties. <br />Slope of Riprap Protection <br />Size of Riprap . . . <br />Riprap Placement . . <br />Thickness of Riprap. <br />Filters for Riprap . <br /> <br />5.4.1.6.1 <br />5.4.1.6.2 <br /> <br />Gravel Filters. <br />Plastic Filter Cloths <br /> <br />. <br /> <br />Height and Depth of Riprap Protection. <br />Roughness Coefficient. <br />Channel Bends. . . . <br /> <br />5.4.1.7 <br />5.4.1.8 <br />5.4.1.9 <br /> <br />5.4.2 <br /> <br />Design Procedures and Examples <br /> <br />. <br /> <br />Bank Protection Design Procedures. <br /> <br />5.4.2.1 <br /> <br />.' <br /> <br />v <br /> <br />. <br /> <br />Page <br /> <br />71 <br />71 <br />71 <br />72 <br />73 <br />74 <br /> <br />75 <br /> <br />75 <br />76 <br /> <br />84 <br /> <br />84 <br />87 <br /> <br />87 <br />87 <br />87 <br />87 <br /> <br />87 <br /> <br />88 <br /> <br />89 <br /> <br />89 <br />89 <br />89 <br />89 <br />91 <br />91 <br /> <br />93 <br />93 <br /> <br />93 <br />94 <br />94 <br /> <br />95 <br /> <br />95 <br />