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<br />. <br /> <br />. <br /> <br />LIST OF TABLES <br /> <br />Page <br /> <br />Table 2-1. <br /> <br />Sediment Grade Scale (Rouse, 1950) <br /> <br />. ~o <br /> <br />. <br /> <br />Table 2-2. Values of Manning's Coefficient n for Design of <br />Channels with Fine to Medium Sand Beds . . .. .... 29 <br /> <br />. <br /> <br />Table 2-3. Variation of Different Variables with Regimes of <br />Flow and Forms of Bed Roughness (Simons and <br />Richardson Flume Experiments, 1971). . . . <br /> <br />30 <br /> <br />Table 3-1. Constants for Sediment Transport Equation. <br /> <br />42 <br /> <br />Table 3-2. Weighted-Creep Ratios. <br /> <br />56 <br /> <br />. <br /> <br />Table 4-1. Checklist for Data Needs <br /> <br />68 <br /> <br />Table 5-1. Riprap Requirements for Channel Bed Linings. <br /> <br />90 <br /> <br />Table 5-2. Type of Vertical Drop Structures <br /> <br />.106 <br /> <br />. <br /> <br />Table 5-3. Type of Sloped Drop Structures . <br /> <br />.107 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />ix <br /> <br />. <br />