Evaluating Partial Areas of Watershed RunoffSource: Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003Author:Walter C. Boughton
DOI: 10.1061/(ASCE)0733-9437(1987)113:3(356)Publisher: American Society of Civil Engineers
Abstract: Variations in surface storage capacity over a watershed produce partial areas of saturation overland flow, which vary from storm to storm. A method is described by which the proportions of a watershed that contributes overland flow in different storms and at different times during the same storm can be determined by analysis of rainfall and runoff records. The method is demonstrated on two catchments in Queensland, Australia, with different hydrological characteristics. One watershed is 16.8 ha in area with only two to three events per year of overland flow (no baseflow) averaging 35 mm per annum runoff; the other is 7 km in area with substantial baseflow and an average of 920 mm per annum runoff. The calculated amounts and proportions of surface storage capacity are incorporated into water balance models of watershed runoff to show the accuracy of runoff estimation.
|
Collections
Show full item record
| contributor author | Walter C. Boughton | |
| date accessioned | 2017-05-08T20:46:48Z | |
| date available | 2017-05-08T20:46:48Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9437%281987%29113%3A3%28356%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26900 | |
| description abstract | Variations in surface storage capacity over a watershed produce partial areas of saturation overland flow, which vary from storm to storm. A method is described by which the proportions of a watershed that contributes overland flow in different storms and at different times during the same storm can be determined by analysis of rainfall and runoff records. The method is demonstrated on two catchments in Queensland, Australia, with different hydrological characteristics. One watershed is 16.8 ha in area with only two to three events per year of overland flow (no baseflow) averaging 35 mm per annum runoff; the other is 7 km in area with substantial baseflow and an average of 920 mm per annum runoff. The calculated amounts and proportions of surface storage capacity are incorporated into water balance models of watershed runoff to show the accuracy of runoff estimation. | |
| publisher | American Society of Civil Engineers | |
| title | Evaluating Partial Areas of Watershed Runoff | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1987)113:3(356) | |
| tree | Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003 | |
| contenttype | Fulltext |