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<br />CONTEtHS <br />APPENDICES <br />(Following Pa!Te 58-2) <br /> <br />APPEJIDIX 1. UNIT HYDROGRAPII A~m HYDROGRAPII COJ1PUTATIDrJ C0I1PUTER PROGRA~l <br />IIPPE/JDIX 2. HYrJROGRAPII Cor,mIrHrJG ArID ROUTIrIG CQrlPUTER PROGRAf.l <br />APPEilO!X 3. BALANCED HYDROGRAPH COI,\PUTER PROGRAtI <br />APPENDIX 4. STRENIFLOU ROUTI~IG OPTIr1IZATIOrJ COMPUTER PROGRAM <br /> <br /> LIST OF FIGURES <br />JJumber Page <br />2.01 Typical depth-area-duration curves 2-02 <br />2.02 Illustrative storm transposition 2-07 <br />2.03 Illustrative ntap of point-rainfall amounts for <br /> specified frequency 2-09 <br />2.04 Relation of area average rainfall to point rainfall 2-11 <br />3.01 Relation of standard project to maximum recorded <br /> rainfall 3-:-04 <br />3.02 Example of rainfall spatial distribution 3-05 <br />3.03 Example of rainfall time distribution 3-06 <br />3.04 Illustration of unit hydrograph and loss derivation 3-14 <br />3.05 Standard project floort computation 3-15 <br />3.06 Standard project flood series 3-16 <br />4.01 Temperature-elevation relationship for pseudo- <br /> adiabatic lapse rates 4-03 <br />4.02 Precipitable water for pseudo-adiabatic lapse rates 4-03 <br />4.03 Probab 1 e max i mUPl prec i pita t i on index 4-05 <br />4.04 Depth-area-duration relationships 4-06 <br />4.05 ExalJple of probable maximum storm 4-07 <br />5.01 Runoff peak and volume frequency example 5-03 <br />5.02 Example of balanced hydrograph 5-06 <br /> <br />iv <br />