Show simple item record

contributor authorRoger A. Kuhnle
contributor authorCarlos V. Alonso
contributor authorF. Douglas Shields, Jr.
date accessioned2017-05-08T20:44:11Z
date available2017-05-08T20:44:11Z
date copyrightDecember 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A12%281087%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25306
description abstractA series of experiments were conducted in which the volume of the scour hole associated with model spur dikes was measured in a laboratory flume under clear-water overtopping flows. Spur dike models were angled at 45, 90, and 135° to the downstream channel sidewall with contraction ratios of 0.125 and 0.250. The main goals of the experiments were to evaluate the effect of the three angles on the volume of scour and potential aquatic habitat and on minimizing erosion adjacent to the streambanks. The experiments showed that of the three angles tested, the least erosion of the bed in the near bank region was associated with the spur dikes with 90° angles, while the greatest volume of the scour hole was associated with the 135° spur dikes. It was concluded that spur dikes with 135° angles showed the best potential for providing improved aquatic habitats while minimizing the potential for erosion of the channel bank.
publisherAmerican Society of Civil Engineers
titleLocal Scour Associated with Angled Spur Dikes
typeJournal Paper
journal volume128
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:12(1087)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record