Simulation study of pressure wave fluctuation law along fracture under water hammer effect

In order to analyze the effect of water hammer effect on the propagation law of pulsating water pressure in the fissure, based on the one-dimensional transient flow model with water hammer equation of motion and continuity equation, the jump and fluctuation law of water hammer pressure when the flui...

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Main Authors: Jinqi FU, Jun NIAN, Wenxu CHENG
Format: Article
Language:zho
Published: Editorial Office of Safety in Coal Mines 2025-01-01
Series:Meikuang Anquan
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Online Access:https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230847
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author Jinqi FU
Jun NIAN
Wenxu CHENG
author_facet Jinqi FU
Jun NIAN
Wenxu CHENG
author_sort Jinqi FU
collection DOAJ
description In order to analyze the effect of water hammer effect on the propagation law of pulsating water pressure in the fissure, based on the one-dimensional transient flow model with water hammer equation of motion and continuity equation, the jump and fluctuation law of water hammer pressure when the fluid motion state changes instantaneously is studied by numerical simulation. The simulation results show that when the pulsating water flows at a certain flow rate in the fissure, the flow rate is hindered and reduced when it encounters the closure of the fissure end, and the water hammer effect occurs due to the superimposed reflection of inertia and pressure waves. Under the action of water hammer, the fluid pressure will jump instantaneously and hit the coal fissure in the form of rectangular pressure wave. When the pressure wave alternately rises and falls inside the coal fissure, the surge fluid pressure is beneficial to unblock and fissure expansion, forming a positive water hammer feedback; while the superimposed reflection of the pressure wave, the fluid in different flow sections will obstruct each other, resulting in pressure reduction or even negative pressure, forming a negative water hammer feedback. The negative feedback causes the pressure of impact fracture to decrease, but the formed periodic alternating pressure can form fatigue damage to the coal body and derive more new fractures to improve the fracturing effect.
format Article
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institution Kabale University
issn 1003-496X
language zho
publishDate 2025-01-01
publisher Editorial Office of Safety in Coal Mines
record_format Article
series Meikuang Anquan
spelling doaj-art-785e3be79fc54eca847595838ec9fe752025-01-15T04:32:08ZzhoEditorial Office of Safety in Coal MinesMeikuang Anquan1003-496X2025-01-01561192510.13347/j.cnki.mkaq.20230847zMKAQ20230847Simulation study of pressure wave fluctuation law along fracture under water hammer effectJinqi FU0Jun NIAN1Wenxu CHENG2College of Safety and Emergency Management Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Safety and Emergency Management Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Safety and Emergency Management Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaIn order to analyze the effect of water hammer effect on the propagation law of pulsating water pressure in the fissure, based on the one-dimensional transient flow model with water hammer equation of motion and continuity equation, the jump and fluctuation law of water hammer pressure when the fluid motion state changes instantaneously is studied by numerical simulation. The simulation results show that when the pulsating water flows at a certain flow rate in the fissure, the flow rate is hindered and reduced when it encounters the closure of the fissure end, and the water hammer effect occurs due to the superimposed reflection of inertia and pressure waves. Under the action of water hammer, the fluid pressure will jump instantaneously and hit the coal fissure in the form of rectangular pressure wave. When the pressure wave alternately rises and falls inside the coal fissure, the surge fluid pressure is beneficial to unblock and fissure expansion, forming a positive water hammer feedback; while the superimposed reflection of the pressure wave, the fluid in different flow sections will obstruct each other, resulting in pressure reduction or even negative pressure, forming a negative water hammer feedback. The negative feedback causes the pressure of impact fracture to decrease, but the formed periodic alternating pressure can form fatigue damage to the coal body and derive more new fractures to improve the fracturing effect.https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230847water hammer effecthydrofracturepressure relief and permeability enhancementpulsating pressurenumerical simulation
spellingShingle Jinqi FU
Jun NIAN
Wenxu CHENG
Simulation study of pressure wave fluctuation law along fracture under water hammer effect
Meikuang Anquan
water hammer effect
hydrofracture
pressure relief and permeability enhancement
pulsating pressure
numerical simulation
title Simulation study of pressure wave fluctuation law along fracture under water hammer effect
title_full Simulation study of pressure wave fluctuation law along fracture under water hammer effect
title_fullStr Simulation study of pressure wave fluctuation law along fracture under water hammer effect
title_full_unstemmed Simulation study of pressure wave fluctuation law along fracture under water hammer effect
title_short Simulation study of pressure wave fluctuation law along fracture under water hammer effect
title_sort simulation study of pressure wave fluctuation law along fracture under water hammer effect
topic water hammer effect
hydrofracture
pressure relief and permeability enhancement
pulsating pressure
numerical simulation
url https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230847
work_keys_str_mv AT jinqifu simulationstudyofpressurewavefluctuationlawalongfractureunderwaterhammereffect
AT junnian simulationstudyofpressurewavefluctuationlawalongfractureunderwaterhammereffect
AT wenxucheng simulationstudyofpressurewavefluctuationlawalongfractureunderwaterhammereffect