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Dimensionless unit hydrographs from tropical watersheds

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dc.contributor.authorSchulz, E. F., author
dc.contributor.authorColorado State University, publisher
dc.date.accessioned2007-01-03T07:28:08Z
dc.date.available2007-01-03T07:28:08Z
dc.date.issued1969?
dc.descriptionPaper presented to the National Fall Meeting, American Geophysical Union, San Francisco, CaIifornia, 15 - 18 Decernber 1969.
dc.descriptionCEP 69-70 EFS 27.
dc.descriptionIncludes bibliographical references (pages 42-43).
dc.description.abstractThe 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.
dc.format.mediumreports
dc.identifier.urihttp://hdl.handle.net/10217/648
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relation.ispartofCivil Engineering Papers
dc.relation.ispartofCEP, 69/70-27
dc.rightsCopyright 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.
dc.subjecthydraulic structures
dc.subjecttropical watersheds
dc.subjectrunoff
dc.subjecthydrographs
dc.titleDimensionless unit hydrographs from tropical watersheds
dc.typeText

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