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<br /> I <br /> 9.5 Culvert Design with Improved Inlets I <br /> 9.5.1 Des i gn Procedure <br /> 9.5.2 Dimensional Limitations I <br /> 9.6 Des i gn Fi gures <br /> 9.7 List of Symbols I <br /> 9.8 Bibliography <br />--- Chapter 10 Open Channe 1 s I <br /> 10.1 General Statement I <br /> 10.2 Types of Channels <br /> 10.2.1 Soft Lined Channels I <br /> 10.2.2 Soft Side, Hard Bottom Channels <br /> 10.2.3 Hard Side, Soft Bottom Channels <br /> 10.2.4 Hard Lined Channels I <br /> 10.3 Channel Discharge <br /> 10.3.1 Manning's Equation <br /> 10.3.2 Uniform Flow I <br /> 10.3.3 Norma 1 Depth <br /> 10.4 Design Considerations I <br /> 10.5 Ch anne 1 Cross Sections <br /> 10.5.1 Side Slopes I <br /> 10.5.2 Depth <br /> 10.5.3 Bottom Wi dth <br /> 10.5.4 Trickle Channels <br /> 10.5.5 Freeboard I <br /> 10.5.6 Su pere 1 ev at ion <br /> 10.6 Backwater Analysis I <br /> 10.7 Supercritical Flow <br /> 10.8 Energy Oissipators I <br /> 10.8.1 Impact Stilling Bas i ns <br /> 10.8.2 Plunge Pools <br /> 10.8.3 Drop Structures I <br /> 10.8.4 Ditch Checks <br /> 10.9 Flow Transitions I <br /> 10.10 Riprap <br /> 10.10.1 Quality <br /> 10.10.2 Design for Subcritical Flow I <br /> 10.10.3 Design for Supercritical Flow <br /> 10.10.4 Granular Bedding <br /> 10.10.5 Fi lter Fabrics I <br /> -6- I <br />