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<br />e <br /> <br />e <br /> <br />e <br /> <br />EM 1110-2-1405 <br />31 Aug 59 <br /> <br />APPENDIX III <br /> <br />ILLUSTRATIONS <br /> <br />PI"', <br />No, <br /> <br />Subject <br /> <br />1 /sohyetal .\/ap, Sept. 30-0et. 2, 1929. <br />2 .\lass Rainfall Curves for Sept. 30-0el. 2, 1929. <br />3 Hydrograph of Saluda River at Chappells, S.C. <br />4 Computation of Infiltration lndiees. <br />5 Infiltration Indices (in 5 sheets). <br />6 ('omputation of Unit Hydrograph From Isolated Unit Storm. <br />7 Unit Hydrograph Peaks Versus Widths. <br />8 R,']ation of Unit Hydrographs to S-Curve Hydrographs (Tahle), <br />9 Rdation of Unit Hydrograph to S-Curve Hydrograph (Graph). <br />10 Computation of Unit Hydrograph. <br />11 Six-Hour Unit Hydrographs, Saluda River at Chappells, S.C. <br />12 Adjustment of Unit Hydrograph for Change in Drainage Area. <br />13 Unit Hydrographs Used in Developing Spillway Design Flood Criteria. <br />14 Computation of Hypothetical Hydrograph, <br />15 .\laximum Rainfall Depth-Duration Curves. <br />16 Hypothetieal Hydrographs of Runoff from Spillway Design Storm. <br />The following plates are bound with Appendix IV: <br />17 Unit Hydrographs-Pertinent Data Sheets (in 3 sheets). <br />18 Unit Hydrographs-Basie Data Sheets (in 3 sheets), <br /> <br />31 <br />