Show simple item record

contributor authorSubhasish Dey
contributor authorSujit K. Bose
contributor authorGhandikota L. N. Sastry
date accessioned2017-05-08T20:42:15Z
date available2017-05-08T20:42:15Z
date copyrightDecember 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A12%28869%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24079
description abstractThe three-dimensional quasi-steady vortex flow field around circular piers in a quasi-equilibrium scour hole under a clear water regime has been investigated experimentally. The main characteristic features of the flow, to be modeled, are a relatively large secondary vortex flow within the scour hole and skewed velocity distributions along the circumference of the pier. The flow field has been divided into a number of parts according to the flow characteristics. The components of quasi-steady velocity for different parts have been theoretically expressed in the form of equations satisfying the continuity equation and the requirements of fitting an individual profile of the measured velocity components. Using the suitable functions, the equations of the velocity components derived for different parts have been combined and matched at the junctions of these parts to get a single equation for each velocity component. The measured data have been utilized to determine the coefficients and exponents used in these equations through curve fittings. The proposed flow model, which corresponds closely with the observations, can be utilized to simulate the flow field in prototype.
publisherAmerican Society of Civil Engineers
titleClear Water Scour at Circular Piers: a Model
typeJournal Paper
journal volume121
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:12(869)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record