ADDENDUM TO OVERLAND FLOW TO AND THROUGH A SEGMENT OF UNIFORM RESISTANCE

dc.contributor.author	Hogarth W.L.
dc.contributor.author	Parlange J.Y.
dc.contributor.author	Rose C.W.
dc.date.accessioned	2022-01-28T03:44:06Z
dc.date.available	2022-01-28T03:44:06Z
dc.date.issued	2003
dc.identifier	https://elibrary.ru/item.asp?id=5119979
dc.identifier.citation	Journal of Hydrology, 2003, 283, 1-4, 218-224
dc.identifier.issn	0022-1694
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/34658
dc.description.abstract	The St Venant equation is used to model the steady flow of water on a low slope through a grass buffer strip represented by beds of nails of various densities. The analytical solution is obtained both for flow upstream and within the buffer strip. Solution only requires the boundary conditions far upstream to be given and no curve fitting of parameters. The sensitivity of the solution to uncertainty in the measured boundary conditions and the effect of the theoretical resistive flow equation used are explored. Differences are observed between experimental observations and the theory but these are likely to be due to the presence of turbulent waves at the surface of the flow which are not part of the model.
dc.subject	UNIFORM RESISTANCE
dc.subject	BUFFER STRIPS
dc.subject	STEADY FLOW
dc.title	ADDENDUM TO OVERLAND FLOW TO AND THROUGH A SEGMENT OF UNIFORM RESISTANCE
dc.type	Статья

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