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contributor authorJiachun Liu
contributor authorBiao Huang
contributor authorDavid Z. Zhu
date accessioned2023-04-07T00:32:27Z
date available2023-04-07T00:32:27Z
date issued2022/12/01
identifier other%28ASCE%29HY.1943-7900.0002027.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289241
description abstractA physical model study was conducted on jet impingement in a plunging dropshaft with different drop heights of 3.38 and 1.88 m. Experimental observations show that an upward splash, annular flow, and downward bounced jet could be formed when the approaching jet hits the opposite shaft wall. The impinging pressure on the shaft wall was mainly dominated by the incoming flow velocity, and the mean pressure on the shaft wall can be reasonably well-predicted when considering the bounced flow. The pulsation of the impinging pressure on the shaft wall was significant, with the maximum pressure being approximately 1.4–3.8 times the mean value. The impinging pressure at the shaft bottom was primarily determined by the velocity at which the falling jet reached the pool. The mean value can be well estimated using the annular flow and bounced jet assumption. The pulsation intensity increased with an increase in drop height or flow rate, which could be alleviated by a plunging pool with a larger depth. However, for flows in dropshafts under study, the impinging pressure and the hydrostatic pressure of the cushion layer were within the same order of magnitude; thus, the increase of the pool depth leads to a reduction of the energy-dissipation rate.
publisherASCE
titleJet Impinging in Plunging Dropshafts of Medium Height
typeJournal Article
journal volume148
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0002027
journal fristpage04022028
journal lastpage04022028_14
page14
treeJournal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 012
contenttypeFulltext


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