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<br />C:.i <br /> <br />,'. "), <br />" , <br /> <br />CONTENTS <br /> <br />Abstract .. <br /> <br />Introduction <br /> <br />. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . <br /> <br />Acknowledgments <br /> <br />Streamflow records available. <br /> <br />Low- flow frequency data for multIyear periods. <br /> <br />Storage requirements at streamflow stations . . <br /> <br />Storage requirements for drought of 1952-57. <br />Storage requirements by frequency methods. <br />Outflow-storage relation curves. . , . . . . . . <br />Approximate requirements at short-term and partial <br />record stations . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />Page <br /> <br />1 <br /> <br />2 <br /> <br />3 <br /> <br />4 <br /> <br />6 <br /> <br />17 <br /> <br />17 <br />19 <br />23 <br /> <br />137 <br /> <br />Areal variation in storage requirements . . . . . . . . . . . . . . . . . . .. 139 <br /> <br />Rivers draining more than 3,000 square miles <br />Rivers draining 100 to 3,000 square miles. . . <br />Factors affecting outflow-storage curves having <br />2-percent chance deficiency. . . . . . . . . .. ......... <br />Relation of 2- and 5-percent chance deficiency <br />in outflow- sto rage curves . ... . . . . . . . . . <br />Procedure for obtaining outflow-storage relations <br />at ungaged si tes. . . . . . . . . . . . <br /> <br />Application of storage requirement relations. <br /> <br />Appendix, low-flow frequency relations for multiyear periods <br /> <br />Frequency curves for period of record <br />Extension of short-term records . . . . <br />Adjustments for statistical distri bution <br />Theoretical background <br />Adjustment cu eves. . . . . . <br />Applica tion of adjustments. <br /> <br />References cited. . . . . . . . . . . . . <br /> <br />. . . . . . . . . . . . . . . . . . . . . . . <br /> <br />Hi <br /> <br />139 <br />141 <br /> <br />142 <br /> <br />151 <br /> <br />153 <br /> <br />163 <br /> <br />165 <br /> <br />165 <br />16B <br />169 <br />169 <br />171 <br />173 <br /> <br />176 <br />