Show simple item record

contributor authorPedro A. Manso
contributor authorErik F. R. Bollaert
contributor authorAnton J. Schleiss
date accessioned2017-05-08T21:50:37Z
date available2017-05-08T21:50:37Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000113.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63915
description abstractThe geometrical development of unlined plunge pools downstream large dams depends on both local geology and type of plunging jet and its diffusion pattern. Experimental investigations in plunge pools with different lateral confinements are presented. They show that the pool geometry influences plunging jet diffusion, air entrainment in the pool, and, as a consequence, impact pressures at the water-rock interface and inside the fissured rock mass. Results include impact pressures definition for variable pool depths, jet velocities, and pool geometries, depending explicitly on the lateral confinement of the jet. The main pool flow features are described focusing on their contribution to energy dissipation. Should the lateral confinement limit the development of macroturbulent rollers around the plunging jet (instead of the pool depth), the mean pressures at impact are considerably reduced, as well as RMS pressures in transitional and deep pools. For shallow pools, RMS pressures increase as a result of enhanced jet development.
publisherAmerican Society of Civil Engineers
titleInfluence of Plunge Pool Geometry on High-Velocity Jet Impact Pressures and Pressure Propagation inside Fissured Rock Media
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000090
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record