Diverging Overland Flow
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Kinematic wave theory is utilized to investigate diverging overland flow which does not appear to have been previously investigated in watershed hydrology. This paper is the first in a sequel of two. It developes analytical solutions for a diverging geometry for two cases: (1) when infiltration is considered through rainfall-excess, and (2) when infiltration is treated concurrently with runoff; this gives rise to a free boundary problem. Part II discusses the application of the proposed model to natural watersheds.
1981 ◽
Vol 39
(1)
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pp. 87-96
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2008 ◽
Vol 05
(04)
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pp. 785-806
2017 ◽
Vol 68
(2)
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1998 ◽
Vol 23
(7-8)
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pp. 1209-1303
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1986 ◽
Vol 12
(12)
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pp. 1193-1200
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1999 ◽
Vol 12
(4)
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pp. 101-104
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1992 ◽
Vol 102
(2)
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pp. 297-309
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