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<br />DRAINAGE CRITERIA MANUAL <br /> <br />RUNOFF <br /> <br />5. BIBLIOGRAHPY <br /> <br />. <br /> <br />TABLES <br /> <br />2-1 Typical Depression Retention For Various Land Covers <br />2-2 Recommended Horton's Equation Parameters <br />2-3 Incremental Infiltration Depths In Inches <br />2-5 Determination of Effective Rainfall <br />3-1 Recommended Runoff Coefficients and Percent Imervious <br />3-2 Allowable Release Rates. For Detention Ponds - cfs <br />4-1 Determination of Storm Hydrograph <br />4-2 Recommended Limits For Calculating Direct Translation Velocity <br />4-3 Sample Sub-Basin Hydrographs <br />4-4 Direct Translation Routing Calculating Form <br />4-5 Recommended Limits For Calculating Translation Velocity Using Convex <br />Routing Method <br />4-6 Convex Routing Method Calculating Form <br />4-7 Basin and Rainfall/Runoff Data Used to Develop 1982 CUHP Version <br />4-8 Determination of Effective Rainfall (Form) <br />4-9 Determination of Storm Hydrograph (Form) <br />4-10 Direct Translation Routing Calculating (Form) <br />4-11 Convex Routing Method Calculating (Form) <br /> <br />FIGURES <br /> <br />. <br /> <br />2-1 Residential Housing Density vs. Impervious Area <br />2-2 Representation of Horton's Equation <br />3-1 Overland Flow Time Curves <br />3-2 Estimate Of Average Flow Velocity For Use With Rational Formula <br />4-1 Slope Correction For Natural Drainageways <br />4-2 Relationship Between C and Imperviousness <br />4-3 Relationship Between p~aking Parameters And Imperviousness <br />4-4 Unit Hydrograph Width, <br />4-5 Unit Hydrograph <br />4-6 Example of Unit Hydrojraph Shaping <br />4-7 Channel Routing Example Watershed <br />4-8 Comparison of Recorded Peaks with Calculated Peaks Using New CUHP <br /> <br />. <br /> <br />5-1-84 <br />