Show simple item record

contributor authorMark A. Weltz
contributor authorAwadis B. Arslan
contributor authorLeonard J. Lane
date accessioned2017-05-08T20:47:39Z
date available2017-05-08T20:47:39Z
date copyrightSeptember 1992
date issued1992
identifier other%28asce%290733-9437%281992%29118%3A5%28776%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27370
description abstractA subfactor‐based regression technique for estimating hydraulic roughness coefficients for shallow overland flow was developed from simulated rainfall/runoff plots originally collected for erosion studies. The data were collected from 14 different native rangeland areas in the western United States. Rainfall was applied at a constant intensity of 65 mm/hr from a rotating‐boom rainfall simulator. Surfaces evaluated ranged from smooth bare soil to gravelly bare soil and sparsely to densely vegetated rangeland areas. A reference table of “effective roughness” coefficients for shallow overland flow is presented with a description of site characteristics. The derived roughness regression equations predict an “effective Darcy‐Wiesbach roughness coefficient” for native rangeland
publisherAmerican Society of Civil Engineers
titleHydraulic Roughness Coefficients for Native Rangelands
typeJournal Paper
journal volume118
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1992)118:5(776)
treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record