Schulz, E. F., authorColorado State University, publisher2007-01-032007-01-031969?http://hdl.handle.net/10217/648Paper presented to the National Fall Meeting, American Geophysical Union, San Francisco, CaIifornia, 15 - 18 Decernber 1969.CEP 69-70 EFS 27.Includes bibliographical references (pages 42-43).The problem of estimating flood peaks from small watersheds is involved in the design of storm sewers highway drainage, diversion works, bridges and culverts. The majority of such hydraulic structures are constructed on small watersheds, since small streams have not been gaged in the past as extensively as in the case of large streams, more of the designs have to be prepared without the benefit of stream flow records. In the design of many hydraulic structures the engineer is concerned not only with the maximum discharge but also with the total volume of runoff and its distribution with respect to time, i. e., the entire runoff hydrograph.reportsengCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.hydraulic structurestropical watershedsrunoffhydrographsText