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<br />5.5 <br /> <br />TABLE OF CONTENTS (continued) <br /> <br />5.4.2.2 <br /> <br />Bank Protection Design Example <br /> <br />5.4.2.2.1 <br /> <br />Solution. <br /> <br />5.4.2.3 Bed Protection Design Procedures <br />5.4.2.4 Bed Protection Design Example. <br /> <br />5.4.2.5 <br /> <br />5.4.2.6 <br /> <br />Drop Structures. <br /> <br />5.5.1 <br /> <br />5.5.2 <br /> <br />5.4.2.4.1 Solution. <br /> <br />Design Procedures for Riprap <br />Protection at Bends. <br />Design Example for Riprap <br />Protection at Bends. <br /> <br />5.2.4.6.1 Solution. <br /> <br />Design Criteria. <br /> <br />5.5.1.1 <br />5.5.1.2 <br />5.5.1.3 <br />5.5.1.4 <br />5.5.1.5 <br />5.5.1.6 <br />5.5.1.7 <br />5.5.1.8 <br />5.5.1.9 <br />5.5.1.10 <br />5.5.1.11 <br />5.5.1.12 <br /> <br />Site Selection <br />Type of Structure. <br />Width of Structure <br />Drop Height. . <br />Upstream Flow Conditions <br />Upstream Channel <br />Downstream Channel <br />Upstream Cutoff. <br />Downstream Cutoff. <br />Use of Riprap. . <br />Lateral Migration. <br />Width of Protection. <br /> <br />Design Standard. <br /> <br />5.5.2.1 <br />5.5.2.2 <br />5.5.2.3 <br />5.5.2.4 <br />5.5.2.5 <br />5.5.2.6 <br />5.5.2.7 <br />5.5.2.8 <br /> <br />Vertical Drop Structures <br />Structure Dimensions <br />Aeration . <br />Stilling Basin Elevation <br />Stilling Basin Baffles and Sills <br />Sloped Drop Structures . . <br />Design of Drop Structures. <br />Type V-3, Soil Conservation Service <br />Type C Drop Spillway <br /> <br />vi <br /> <br />. <br /> <br />. <br /> <br />Page <br /> <br />95 <br /> <br />. <br /> <br />96 <br /> <br />99 <br />99 <br /> <br />99 <br /> <br />. <br /> <br />.101 <br /> <br />.101 <br /> <br />. <br /> <br />.103 <br /> <br />.103 <br /> <br />.104 <br /> <br />. <br /> <br />.104 <br />.104 <br />.105 <br />.105 <br />.108 <br />.108 <br />.108 <br />.109 <br />.109 <br />.110 <br />.110 <br />.110 <br /> <br />. <br /> <br />. <br /> <br />.111 <br /> <br />.111 <br />.114 <br />.115 <br />.116 <br />.116 <br />.116 <br />.117 <br /> <br />. <br /> <br />.119 <br /> <br />. <br /> <br />. <br />