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contributor authorOscar Castro-Orgaz
date accessioned2017-05-08T21:51:46Z
date available2017-05-08T21:51:46Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000770.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64606
description abstractFree jets are important flow phenomena from outflow structures of dams and reservoirs. The basic case of jet flow originates from a free overfall with upstream critical flow conditions and a fully ventilated nappe. In this paper, a two-dimensional potential flow model has been developed. Semiinverse mapping of the Laplace equation has been employed in conjunction with an analytical solution of the Boussinesq equations to initiate iterations for locating the free streamlines under atmospheric pressure. A systematic iteration method is proposed using the squaring technique for solving the Laplacian field, a computation of the free streamlines using the curvilinear formulation of velocity at boundary streamlines in the energy equation, and an iteration of the position of the terminal jet section versus the brink section conditions. The model permits a convergent numerical solution, which was verified against experimental data, thereby indicating that the proposed ideal fluid flow model can be applied to predict the shape of free jets by simple computations.
publisherAmerican Society of Civil Engineers
titleIterative Solution for Ideal Fluid Jets
typeJournal Paper
journal volume139
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000740
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 008
contenttypeFulltext


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