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contributor authorTanjina Afrin
contributor authorNigel B. Kaye
contributor authorAbdul A. Khan
date accessioned2022-02-01T21:57:27Z
date available2022-02-01T21:57:27Z
date issued9/1/2021
identifier other%28ASCE%29HY.1943-7900.0001906.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272359
description abstractThis paper examines the relationship between the flow rate and outflow depth for flow in a rectangular pipe with the outflow running partially full of a free nappe through a series of computational fluid dynamics (CFD) simulations. The results are presented for two different upstream inlet conditions, namely, flooded, in which the pipe inlet is fully submerged, and partially full, wherein there is a free surface at the pipe inlet. The results are presented for the outflow normalized brink depth as a function of the nondimensional flow rate q*=(q/gD3). For q* less than 0.575, the outflow conditions are the same regardless of the inflow boundary conditions. However, for larger q*, there is a bifurcation in the outflow behavior. When the pipe inlet is fully submerged and q*>0.575, the flow transitions to the so-called bubble-washout regime, and the brink depth is larger than for the case in which the pipe inlet is only partially full. These results indicate that if the brink depth from a pipe is to be used to quantify the pipe discharge, it is important to know the upstream flow conditions in order to know which flow regime is controlling the outflow.
publisherASCE
titleNumerical Investigation of Rectangular Pipe Free Overfall for Various Upstream Conditions
typeJournal Paper
journal volume147
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001906
journal fristpage04021030-1
journal lastpage04021030-10
page10
treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 009
contenttypeFulltext


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