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contributor authorWalter C. Boughton
date accessioned2017-05-08T20:47:12Z
date available2017-05-08T20:47:12Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-9437%281990%29116%3A1%2883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27132
description abstractA method is presented by which the proportions of a watershed that contribute surface runoff in different storms and at different times during the same storm can be determined by analysis of rainfall and runoff records. The method is a modification of a method described in an earlier paper, which eliminates the need for subjective selection of particular runoff events for analysis. The method is illustrated using data from a 16.8‐ha watershed in Queensland, Australia, and the estimates of runoff from the different source areas are compared with actual records of runoff from the whole watershed. Runoff occurred from the entire watershed area on only three occasions in the 15‐yr study period, about 10% of runoff events. In about two‐thirds of runoff events, runoff came only from the 15% of the watershed that has the smallest surface storage capacity.
publisherAmerican Society of Civil Engineers
titleSystematic Procedure for Evaluating Partial Areas of Watershed Runoff
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1990)116:1(83)
treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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