Show simple item record

contributor authorPeter J. Mason
contributor authorKanapathypilly Arumugam
date accessioned2017-05-08T20:39:11Z
date available2017-05-08T20:39:11Z
date copyrightFebruary 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A2%28220%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22446
description abstractFormulas proposed to date for calculating ultimate scour depth under jets, such as issue from free dam overfalls and flip buckets, are examined. The accuracies of the formulas are evaluated by using each to process sets of scour data from prototypes and models of such prototypes. It is established that scour depth is as adequately calculable using only unit flow
publisherAmerican Society of Civil Engineers
titleFree Jet Scour Below Dams and Flip Buckets
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:2(220)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record