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contributor authorRaymond I. Jeng
date accessioned2017-05-08T20:49:49Z
date available2017-05-08T20:49:49Z
date copyrightDecember 2006
date issued2006
identifier other%28asce%290733-9437%282006%29132%3A6%28627%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28498
description abstractA continuous time function with two parameters for a curvilinear dimensionless unit hydrograph (CDUH) is derived from the unit hydrograph in the form of a gamma probability density function. This equation is then applied to the Natural Resources Conservation Service [formerly, Soil Conservation Service (SCS)] curvilinear dimensionless unit hydrograph [NRCS (SCS) CDUH]. The values of the parameters are slightly different for the rising and recessing limbs of the unit hydrograph. The NRCS unit hydrograph that expresses the time distribution of runoff of unit depth is shown to be a two-parameter gamma probability density function. Its mass curve is, therefore, an incomplete gamma function. This technical note explains mathematically that what was originally called the mass curve of the ratio of runoff volume to the total volume of the NRCS CDUH is shown to be, in fact, the mass curve of the unit hydrograph. The equations of continuous time functions derived in this study can be used in place of the NRCS CDUH tabulation and the NRCS linear triangular unit hydrograph. An example is shown to illustrate the application.
publisherAmerican Society of Civil Engineers
titleNRCS (SCS) Synthetic Curvilinear Dimensionless Unit Hydrograph
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2006)132:6(627)
treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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