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<br />INTRODUCTION <br />Purpose <br />Scope <br />Basin Description <br />Dimensions <br />Climate <br />precipitation <br />d. Runoff Characteristics ... <br />4. Applicable Regulations and References <br /> <br />. <br /> <br />UNIT <br />1- <br />2. <br /> <br />TABLE OF CONTENTS <br /> <br />. <br /> <br />. . <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />1. <br />2. <br />3. <br /> <br />. . <br /> <br />. . . <br /> <br />. <br /> <br />. . <br /> <br />. . . <br /> <br />. . <br /> <br />a. <br /> <br />. . . . . . . . . . . . <br /> <br />. . . . . <br /> <br />b. <br /> <br />. . . . . . . . . . <br /> <br />. <br /> <br />. . . . . <br /> <br />c. <br /> <br />. <br /> <br />. <br /> <br />. . <br /> <br />HYDRO GRAPH <br />General <br />June 1965 <br /> <br />DEVELOPMENT <br /> <br />. <br /> <br />. . .. ... <br /> <br />. <br /> <br />. <br /> <br />. . . . . . . . . . . . . . . . . <br /> <br />. <br /> <br />. . . . . . . . . . . . . . . <br /> <br />unit <br /> <br />Hydrograph <br /> <br />Flood <br /> <br />and <br /> <br />STANDARD PROJECT FLOOD <br />General <br />Standard project <br />Calculation <br />Infiltration <br /> <br />INFLOW DESIGN FLOOD <br />Methodology ... <br />Probable Maximum precipitation <br />Infiltration Losses <br />Inflow Design Flood <br />Reservoir Routing <br />a. Methodology <br />b. Assumptions <br /> <br />. . . . . . <br /> <br />. . <br /> <br />1. <br />2. <br />3. <br />4. <br /> <br />. <br /> <br />. . <br /> <br />. . . . <br /> <br />. . . <br /> <br />storm ... <br />of SPS using HEC-1 <br />Losses ............ <br /> <br />. . . . . . . . . . . <br /> <br />1. <br />2. <br />3. <br />4. <br />5. <br /> <br />. . . <br /> <br />. . <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. . <br /> <br />. . . . . . <br /> <br />. . . <br /> <br />... . <br /> <br />. <br /> <br />. . . . . <br /> <br />. . . . <br /> <br />. . <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. . . <br /> <br />. . . . . . . . . . <br /> <br />. . . . <br /> <br />. . <br /> <br />. <br /> <br />. . . . <br /> <br />. <br /> <br />. <br /> <br />. . . . <br /> <br />. . . . . <br /> <br />. . . . . . . <br /> <br />. . . . . . . . . <br /> <br />. . . . . <br /> <br />. <br /> <br />. . . <br /> <br />. . . . <br /> <br />. <br /> <br />. . . <br /> <br />. <br /> <br />. . <br /> <br />. <br /> <br />.1 <br />.1 <br />.1 <br />.1 <br />.1 <br />.2 <br />.2 <br />.2 <br />.2 <br /> <br />. <br /> <br />. . . . <br /> <br />.. <br /> <br />. . <br /> <br />. <br /> <br />.3 <br />.3 <br />..3 <br /> <br />. <br /> <br />.5 <br />.5 <br />.5 <br />.5 <br />.5 <br /> <br />. <br /> <br />.7 <br />. .7 <br />. .7 <br />.7 <br />.7 <br />.8 <br />.8 <br />.8 <br /> <br />. <br />