Show simple item record

contributor authorSherry L. Hunt
contributor authorKem C. Kadavy
date accessioned2017-05-08T21:51:34Z
date available2017-05-08T21:51:34Z
date copyrightJanuary 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000673.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64505
description abstractRetrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, the chute length is often insufficient for developing aerated flow or an inception point. The inception point is a key spillway design parameter used in energy dissipation, flow depth, and air entrainment prediction relationships. Original research for developing an inception-point relationship for stepped spillways was based on primarily gravity (
publisherAmerican Society of Civil Engineers
titleInception Point for Embankment Dam Stepped Spillways
typeJournal Paper
journal volume139
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000644
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record