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contributor authorJason T. Kirby
contributor authorS. Rocky Durrans
contributor authorRobert Pitt
contributor authorPauline D. Johnson
date accessioned2017-05-08T20:44:58Z
date available2017-05-08T20:44:58Z
date copyrightJanuary 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A1%2865%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25810
description abstractGrass swales, originally used for erosion control in agricultural settings, are now widely employed in urban environments as an effective best management practice for controlling pollutants in stormwater runoff. In particular, vegetated swales are quite successful in removing heavy metal concentrations when the depth of flow is small relative to grass height. However, guidance materials currently available for design of vegetated channels focus on larger depths of flow (large flow conveyance/erosion control), and for such conditions the hydraulic resistance exerted by the vegetation can be significantly different than that observed when the depth of flow is small (remediation). Utilizing a series of laboratory channels, small-flow retardance curves have been developed in the present work for Bluegrass, Centipede, and Zoysia grass species. These “small-flow” curves extend the well-known Stillwater
publisherAmerican Society of Civil Engineers
titleHydraulic Resistance in Grass Swales Designed for Small Flow Conveyance
typeJournal Paper
journal volume131
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:1(65)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 001
contenttypeFulltext


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