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Pressure relief and structure stability mechanism of hard roof for gob-side entry retaining 被引量:7
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作者 韩昌良 张农 +2 位作者 李宝玉 司光耀 郑西贵 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第11期4445-4455,共11页
In order to explore the pressure relief and structure stability mechanism of lateral cantilever structure in the stope under the direct coverage of thick hard roof and its impact on the gob-side entry retaining, a lat... In order to explore the pressure relief and structure stability mechanism of lateral cantilever structure in the stope under the direct coverage of thick hard roof and its impact on the gob-side entry retaining, a lateral cantilever fractured structural mechanical model was established on the basis of clarification for the stress environment of gob-side entry retaining, and the equation of roof given deformation and the balance judgment for fracture block were obtained. The optimal cantilever length was proposed based on the comparison of roof structural characteristics and the stress, deformation law of surrounding rocks under six different cantilever lengths by numerical simulation method. Double stress peaks exist on the sides of gob-side entry retaining and the entry located in the low stress area. The pressure of gob-side entry retaining can be relieved by reducing the cantilever length. However, due to the impact of arch structure of rock beam, unduly short cantilever would result in insufficient pressure relief and unduly long cantilever would bring larger roof stress which results in intense deformation. Therefore, there is optimal cantilever length, which was 7-8 m in this project that enables to achieve the minimum deformation and the most stabilized rock structure of entry retaining. An engineering case of gob-side entry retaining with the direct coverage of 10 m thick hard limestone roof was put forward, and the measured data verified the reasonability of conclusion. 展开更多
关键词 HARD ROOF pressure relief CANTILEVER LENGTH DOUBLE
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Mechanical analysis of effective pressure relief protection range of upper protective seam mining 被引量:10
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作者 Yin Wei Miao Xiexing +1 位作者 Zhang Jixiong Zhong Sijian 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第3期537-543,共7页
This paper analyzes the control mechanism of coal and gas outbursts and proposes the concept of an effective pressure relief protection range, based on the stress relief of the underlying coal-rock mass and the develo... This paper analyzes the control mechanism of coal and gas outbursts and proposes the concept of an effective pressure relief protection range, based on the stress relief of the underlying coal-rock mass and the development of a plastic zone. Also this study developed a stress change and fracture development model of the underlying coal-rock mass. In addition, the stress and depth of fracture of any point in the floor were deduced with the application of Maple Calculation Software. The specific engineering parameters of the Pingdingshan No. 12 colliery were applied to determine the relationship between the depth of fracture in the floor and the mining height. The pressure-relief principle of the underlying coal-rock mass was analyzed while varying the mining height of the upper protective seam. The findings indicate that as the depth of fracture in the floor increases, the underlying coal-rock mass experiences a limited amount of pressure relief, and the pressure relief protection range becomes narrower.Additionally, the stress distribution evolves from a ‘‘U" shape into a ‘‘V" shape. A 2.0 m mining height of protective seam situates the outburst-prone seam, Ji_(15), within the effective pressure relief protection range. The fracture development and stress-relief ratio rises to 88%, ensuring the pressure-relief effect as well as economic benefits. The measurement data show that: after mining the upper protective seam, the gas pressure of Ji_(15) dropped from 1.78 to 0.35 MPa, demonstrating agreement between the engineering application and the theoretical calculation. 展开更多
关键词 Upper protective seam Principle of pressure relief Effective protection range Gas pressure
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Optimum location of surface wells for remote pressure relief coalbed methane drainage in mining areas 被引量:9
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作者 HUANG, Huazhou SANG, Shuxun +3 位作者 FANG, Liangcai LI, Guojun XU, Hongjie REN, Bo 《Mining Science and Technology》 EI CAS 2010年第2期230-237,共8页
Based on engineering tests in the Huainan coal mining area,we studied alternative well location to improve the performance of surface wells for remote pressure relief of coalbed methane in mining areas.The key factors... Based on engineering tests in the Huainan coal mining area,we studied alternative well location to improve the performance of surface wells for remote pressure relief of coalbed methane in mining areas.The key factors,affecting location and well gas production were analyzed by simulation tests for similar material.The exploitation results indicate that wells located in various positions on panels could achieve relatively better gas production in regions with thin Cenozoic layers,low mining heights and slow rate of longwall advancement,but their periods of gas production lasted less than 230 days,as opposed to wells in regions with thick Cenozoic layers,greater mining heights and fast rates of longwall advancement.Wells near panel margins achieved relatively better gas production and lasted longer than centerline wells.The rules of development of mining fractures in strata over panels control gas production of surface wells.Mining fractures located in areas determined by lines of compaction and the effect of mining are well developed and can be maintained for long periods of time.Placing the well at the end of panels and on the updip return airway side of panels,determined by lines of compaction and the effect of mining,would result in surface wells for remote pressure relief CBM obtaining their longest gas production periods and highest cumulative gas production. 展开更多
关键词 pressure relief coalbed methane surface wells well location Huainan coal mining area
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Principle and engineering application of pressure relief gas drainage in low permeability outburst coal seam 被引量:17
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作者 LIU lin CHENG Yuan-ping +2 位作者 WANG Hai-feng WANG Liang MA Xian-qin 《Mining Science and Technology》 EI CAS 2009年第3期342-345,351,共5页
With the increase in mining depth, the danger of coal and gas outbursts increases.In order to drain coal gas effectively and to eliminate the risk of coal and gas outbursts, we used a specific number of penetration bo... With the increase in mining depth, the danger of coal and gas outbursts increases.In order to drain coal gas effectively and to eliminate the risk of coal and gas outbursts, we used a specific number of penetration boreholes for draining of pressure relief gas.Based on the principle of overlying strata movement, deformation and pressure relief, a good effect of gas drainage was obtained.The practice in the Panyi coal mine has shown that, after mining the C11coal seam as the protective layer, the relative expansion deformation value of the protected layer C13 reached 2.63%, The permeability coefficient increased 2880 times, the gas drainage rate of the C13 coal seam increased to more than 60%, the amount of gas was reduced from 13.0 to 5.2 m3/t and the gas pressure declined from 4.4 to 0.4 MPa, which caused the danger the outbursts in the coal seams to be eliminated.The result was that we achieved a safe and highly efficient mining operation of the C13 coal seam. 展开更多
关键词 protective layer mining technology principle drainage of pressure relief gas engineering application
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Pressure relief, gas drainage and deformation effects on an overlying coal seam induced by drilling an extra-thin protective coal seam 被引量:11
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作者 LIU Hai-bo CHENG Yuan-ping +2 位作者 SONG Jian-cheng SHANG Zheng-jie WANG Liang 《Mining Science and Technology》 EI CAS 2009年第6期724-729,共6页
Numerical simulations and field tests were used to investigate the changes in ground stress and deformation of, and gas flow from, a protected coal seam under which an extra-thin coal seam was drilled. The geological ... Numerical simulations and field tests were used to investigate the changes in ground stress and deformation of, and gas flow from, a protected coal seam under which an extra-thin coal seam was drilled. The geological conditions were: 0.5 meter mining height, 18.5 meter coal seam spacing and a hard limestone/fine sandstone inter-stratum. For these conditions we conclude: 1) the overlying coal-rock mass bends and sinks without the appearance of a caving zone, and 2) the protected coal seam is in the bending zone and undergoes expansion deformation in the stress-relaxed area. The deformation was 12 mm and the relative defor- mation was 0.15%. As mining proceeds, deformation in the protected layer begins as compression, then becomes a rapid expansion and, finally, reaches a stable value. A large number of bed separation crannies are created in the stress-relaxed area and the permeability coefficient of the coal seam was increased 403 fold. Grid penetration boreholes were evenly drilled toward the protected coal seam to affect pressure relief and gas drainage. This made the gas pressure decrease from 0.75 to 0.15 MPa, the gas content decrease from 13 to 4.66 m3/t and the gas drainage reach 64%. 展开更多
关键词 extra-thin protective coal seam DRILLING pressure relief expansion deformation gas drainage
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Exploitation technology of pressure relief coalbed methane in vertical surface wells in the Huainan coal mining area 被引量:13
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作者 HAN Jia-zhang SANG Shu-xun +1 位作者 CHENG Zhi-zhong HUANG Hua-zhou 《Mining Science and Technology》 EI CAS 2009年第1期25-30,共6页
Exploitation technology of pressure relief coalbed methane in vertical surface wells is a new method for exploration of gas and coalbed methane exploitation in mining areas with high concentrations of gas, where tecto... Exploitation technology of pressure relief coalbed methane in vertical surface wells is a new method for exploration of gas and coalbed methane exploitation in mining areas with high concentrations of gas, where tectonic coal developed. Studies on vertical surface well technology in the Huainan Coal Mining area play a role in demonstration in the use of clean, new energy resources, preventing and reducing coal mine gas accidents and protecting the environment. Based on the practice of gas drainage engineering of pressure relief coalbed methane in vertical surface wells and combined with relative geological and exploration en- gineering theories, the design principles of design and structure of wells of pressure relief coalbed methane in vertical surface wells are studied. The effects of extraction and their causes are discussed and the impact of geological conditions on gas production of the vertical surface wells are analyzed. The results indicate that in mining areas with high concentrations of gas, where tectonic coal developed, a success rate of pressure relief coalbed methane in surface vertical well is high and single well production usually great. But deformation due to coal exploitation could damage boreholes and cause breaks in the connection between aquifers and bore-holes, which could induce a decrease, even a complete halt in gas production of a single well. The design of well site location and wellbore configuration are the key for technology. The development of the geological conditions for coalbed methane have a significant effect on gas production of coalbed methane wells. 展开更多
关键词 pressure relief coalbed methane EXPLOITATION vertical surface well Huainan coal mining area
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Effect of Dynamic Pressure Feedback Orifice on Stability of Cartridge-Type Hydraulic Pilot-Operated Relief Valve 被引量:3
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作者 Yaobao Yin Dong Wang +1 位作者 Junyong Fu Hong-chao Jian 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2023年第4期227-241,共15页
Current research on pilot-operated relief valve stability is primarily conducted from the perspective of system dynamics or stability criteria,and most of the existing conclusions focus on the spool shape,damping hole... Current research on pilot-operated relief valve stability is primarily conducted from the perspective of system dynamics or stability criteria,and most of the existing conclusions focus on the spool shape,damping hole size,and pulsation frequency of the pump.However,the essential factors pertaining to the unstable vibration of relief valves remain ambiguous.In this study,the dynamic behavior of a pilot-operated relief valve is investigated using the frequency-domain method.The result suggests that the dynamic pressure feedback orifice is vital to the dynamic characteristics of the valve.A large orifice has a low flow resistance.In this case,the fluid in the main spring chamber flows freely,which is not conducive to the stability of the relief valve.However,a small orifice may create significant flow resistance,thus restricting fluid flow.In this case,the oil inside the main valve spring chamber is equivalent to a high-stiffness liquid spring.The main mass-spring vibration system has a natural frequency that differs significantly from the operating frequency of the relief valve,which is conducive to the stability of the relief valve.Good agreement is obtained between the theoretical analysis and experiments.The results indicate that designing a dynamic pressure feedback orifice of an appropriate size is beneficial to improving the stability of hydraulic pilot-operated relief valves.In addition,the dynamic pressure feedback orifice reduces the response speed of the relief valve.This study comprehensively considers the stability,rapidity,and immunity of relief valves and expands current investigations into the dynamic characteristics of relief valves from the perspective of classical control theory,thus revealing the importance of different parameters. 展开更多
关键词 Pilot-operated relief valve Dynamic pressure feedback orifice STABILITY RAPIDITY IMMUNITY
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Electric-controlled pressure relief valve for enhanced safety in liquid-cooled lithium-ion battery packs 被引量:2
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作者 Yuhang Song Jidong Hou +6 位作者 Nawei Lyu Xinyuan Luo Jingxuan Ma Shuwen Chen Peihao Wu Xin Jiang Yang Jin 《Journal of Energy Chemistry》 SCIE EI CAS CSCD 2024年第3期98-109,I0004,共13页
The liquid-cooled battery energy sto rage system(LCBESS) has gained significant attention due to its superior thermal management capacity.However,liquid-cooled battery pack(LCBP) usually has a high sealing level above... The liquid-cooled battery energy sto rage system(LCBESS) has gained significant attention due to its superior thermal management capacity.However,liquid-cooled battery pack(LCBP) usually has a high sealing level above IP65,which can trap flammable and explosive gases from battery thermal runaway and cause explosions.This poses serious safety risks and challenges for LCBESS.In this study,we tested overcharged battery inside a commercial LCBP and found that the conventionally mechanical pressure relief valve(PRV) on the LCBP had a delayed response and low-pressure relief efficiency.A realistic 20-foot model of an energy storage cabin was constructed using the Flacs finite element simulation software.Comparative studies were conducted to evaluate the pressure relief efficiency and the influence on neighboring battery packs in case of internal explosions,considering different sizes and installation positions of the PRV.Here,a newly developed electric-controlled PRV integrated with battery fault detection is introduced,capable of starting within 50 ms of the battery safety valve opening.Furthermore,the PRV was integrated with the battery management system and changed the battery charging and discharging strategy after the PRV was opened.Experimental tests confirmed the efficacy of this method in preventing explosions.This paper addresses the safety concerns associated with LCBPs and proposes an effective solution for explosion relief. 展开更多
关键词 pressure relief valve Liquid-cooled battery pack Explosion Flacs
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Pressure relief of underground ammunition storage under missile accidental ignition 被引量:1
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作者 Ya-wei Wang Yu-zhuo Yang +2 位作者 Gao-wan Zou Hui Dong Yan Huo 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第3期1081-1093,共13页
Safety of underground ammunition storage is an important issue,especially during the accidental ignition of missiles.This work investigates the pressure and temperature distribution of the multi-layer underground ammu... Safety of underground ammunition storage is an important issue,especially during the accidental ignition of missiles.This work investigates the pressure and temperature distribution of the multi-layer underground ammunition storage with a pressure relief duct during the accidental ignition process of the missile.A large-scale experiment was carried out using a multi-layered restricted space with a pressure relief duct to simulate the underground ammunition store and a solid rocket motor to simulate the accidental ignition of the missile.The results show that when the motor gas mass flow increased by5.6 times,the maximum pressure of the ammunition storage increased by 5.87 times.At a certain motor flow rate,when the pressure relief exhaust area at the end of the relief duct was reduced by 1/2,the maximum pressure on the first layer did not change.But the rate of pressure relief was reduced and the time delayed for the pressure of ammunition store to drop to zero.In this experiment,when the motor ignition position was located in to the third layer ammunition chamber,the maximum pressure was reduced by 32.9%and also reduced the rate of change of pressure.In addition,for the experimental conditions,the theoretical analysis of the pressure relief of the ammunition storage is given by a simplified model.Based on the findings,some suggestions to the safety protection design of ammunition store are proposed. 展开更多
关键词 Underground ammunition storage pressure relief Large-scale experiment Missile accidental ignition
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Synergistic reinforcement using pressure releasing and energy absorbing method under hard roof:Physical model test
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作者 Qi Wang Jiting Liu +3 位作者 Bei Jiang Zhenhua Jiang Yusong Deng Chuanjie Xu 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第9期5845-5860,共16页
During fully mechanized caving mining of thick coal seams,a large amount of strain energy accumulates in the roof,especially when the roof is thick and hard,making it difficultfor the roof to collapse naturally.When t... During fully mechanized caving mining of thick coal seams,a large amount of strain energy accumulates in the roof,especially when the roof is thick and hard,making it difficultfor the roof to collapse naturally.When the roof eventually collapses,the accumulated energy is released instantaneously,exerting a strong impact on the roadway.To address this issue,we proposed the synergistic control method of directional comprehensive pressure relief and energy-absorbing support(PREA)for roadways with hard roofs.In this study,we developed a three-dimensional physical model test apparatus for roof cutting and pressure relief.The 122108 ventilation roadway at the Caojiatan Coal Mine,which has a thick and hard roof,was taken as the engineering example.We analyzed the evolution patterns of stress and displacement in both the stope and the roadway surrounding rocks under different schemes.The PREA reinforcement mechanism for the roadway was investigated through comparative model tests between the new and original methods.The results showed that,compared to the original method,the new method reduced surrounding rock stress by up to 60.4%,and the roadway convergence decreased by up to 52.1%.Based on these results,we proposed corresponding engineering recommendations,which can guide fieldreinforcement design and application.The results demonstrate that the PREA method effectively reduces stress and ensures the safety and stability of the roadway. 展开更多
关键词 Directional comprehensive pressure relief High-strength support Three-dimensional model test Reinforcing method Synergistic control
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An analysis on the effect of mining height and floor lithology on pressure relief of upper protective layers
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作者 Xu-chao HUANG Dong-ling SUN Kang-wu FENG 《Journal of Coal Science & Engineering(China)》 2013年第1期46-50,共5页
In order to understand the effect of mining height and floor lithology at the upper protective layer face on the pressure relief of protected coal seams, this paper uses a numerical simulation method to model the pres... In order to understand the effect of mining height and floor lithology at the upper protective layer face on the pressure relief of protected coal seams, this paper uses a numerical simulation method to model the pressure changes at protected coal seam during mining upper protective layer. The results show that the taller the mining height at the upper protective layer face, the greater the protection on protected coal seam due to the higher level of pressure release; the upper protective layer face with hard rock floor impedes the pressure release at the protected coal seam, which affects the overall effect of the pressure release at protected coal seam using the protective layer mining method. 展开更多
关键词 mining height floor lithology mining upper protective layer pressure relief EFFECT
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Simulating Error-Opening of Pressure Relief Valves of a Station on a Continuous Undulating Oil Pipeline with Large Elevation Difference
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作者 Xiaohua Chen Caifu Lan +3 位作者 Honghao Zheng Wang Li Chao Zhao Wenjun Dang 《Energy Engineering》 EI 2022年第4期1439-1452,共14页
For oil pipeline in mountain areas,high hydrostatic pressure in the pipeline may cause error-opening of pressure relief valves,and oil is discharged from the pipeline to the pressure relief tanks,bringing spilling-ove... For oil pipeline in mountain areas,high hydrostatic pressure in the pipeline may cause error-opening of pressure relief valves,and oil is discharged from the pipeline to the pressure relief tanks,bringing spilling-over risk of the pressure relief tanks.Therefore,simulating the error-opening situations of the pressure relief valves and investigating the oil discharge process are necessary for checking the possibility of the spilling-over accident and then proposing measures to improve the pressure relief system.This research focuses on a continuous undulating oil pipeline with large elevation difference and a station along this pipeline,which is named B station in this paper,is studied.By OLGA software,simulation model of the pressure relief system of B station is established,and the accuracy of the model is verified by reconstructing a real accident and making a comparison with the actual accident data.The maximum discharge rate reached 8284 m3/h when the pressure relief valve was opened by mistake in the inlet and outlet of the station.The accumulated filling time of the two pressure relief tanks is 200 s,which is in good agreement with the accident data.On this basis,for error-opening of the pressure relief valves at the inlet and outlet of B station,simulation is performed to investigate variations of the discharge velocity,discharge flow rate,accumulated discharge volume and ventilation volume of the vent valve.The discharge velocity is found to be over the maximum velocity allowed for safety consideration.According to the accumulated discharge volume,it is inferred that spilling over of the pressure relief tanks will be caused once error-opening of the pressure relief valve occurs.Also it is judged that the existing breathing valve can not satisfy the ventilation requirement in case of failure of the pressure relief valves.From these simulation results,it is proposed that increasing the number of vent valves,replacing the manual valves with electrically operated valves,and employing security control interlock protection program are improvement measures to guarantee safe,efficient and reliable operation of the pressure relief system at B station. 展开更多
关键词 Continuous undulating oil pipeline large elevation difference pressure relief system error-opening oil dis-charge improvement measure
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Design and Construction of Pressure Relief Wells for High Underground Water Canal Section of the Middle Route of the Large Water Transfer Channels
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作者 Zhenjiang BAI 《Meteorological and Environmental Research》 2024年第6期56-59,共4页
The large water transfer channels has a total length of more than 1000 km,spanning across the Huaihe River,the Yangtze River,the Yellow River and the Haihe River basins.During the preliminary design stage,the groundwa... The large water transfer channels has a total length of more than 1000 km,spanning across the Huaihe River,the Yangtze River,the Yellow River and the Haihe River basins.During the preliminary design stage,the groundwater level was predicted based on the initial water level plus the groundwater level increase by precipitation infiltration and recharge in 1956 and 1996.However,after the rainfall in 2021 and 2023 to infiltrate and recharge groundwater,it is necessary to re-forecast the groundwater level.The Hebei section was taken as an example.Combined with the actual measurement of the historical maximum water level of the monitoring section and the inspection along the line,the water seepage of the canal slope was found.It is necessary to investigate the drainage system of the high groundwater level canal sections,take necessary treatment measures to improve the ability of the drainage system to cope with the rapid rise of high groundwater caused by heavy rainfall,and strengthen drainage measures for the risk parts of project safety in the high groundwater level canal sections,which are essential to ensure the safe operation of the middle route of the large water transfer channels. 展开更多
关键词 Large water transfer channels High groundwater pressure relief wells Design Construction
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Investigation and Application of Pressure Relief Scope of Driving Roadway along Goaf in Wu No.8 Coal Seam of Pingdingshan No.1 Coal Mine
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作者 LIYongming 《外文科技期刊数据库(文摘版)工程技术》 2022年第2期198-203,共6页
China is the country most seriously affected by coal and gas outburst accidents, which not only has the largest number of outburst mines, but also has a large number of outburst times and intensity. China's annual... China is the country most seriously affected by coal and gas outburst accidents, which not only has the largest number of outburst mines, but also has a large number of outburst times and intensity. China's annual total number of outburst and average intensity of outburst are far higher than the average level of major coal-producing countries in the world. In order to prevent coal and gas outburst accidents, China actively adopts coal mine outburst prevention measures, but the coal mine outburst prevention cost in China is as high as 50-60 yuan /t, which brings great economic pressure to coal mines. During coal seam mining and roadway excavation, on the one hand, when the mining work destroys or disturbs the original gas balance state in the stratum, the high gas in the coal seam will desorb and drift to the space with lower air pressure, and enter the goaf;On the other hand, mining causes the stress redistribution of surrounding rock in stope and changes the structure of coal and rock mass, and then changes the accumulation mode and migration form of gas in coal and rock mass, forming a certain width of outburst elimination area. In order to reduce the cost of outburst prevention and make rational use of outburst elimination belt, many coal and gas outburst mines in China adopt gob-side entry driving. However, the protection effect and scope of mined-out areas to surrounding solid coal are still unclear, and the Detailed Rules for Prevention and Control of Coal and Gas Outburst requires that mining activities in coal seams must take measures to eliminate outburst danger. Therefore, it is urgent to scientifically investigate and study the scope of pressure relief protection in solid coal along the gob side, so as to provide scientific basis and technical support for driving along the gob side, improve the utilization rate of resources, ensure safety in production, and have good economic and social benefits. 展开更多
关键词 driving along goaf gas control eliminate outburst pressure relief protection range
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A Study on the Dynamic Adjustment of Pressure Relief Gas Drainage Drilling in Mined-Out Areas
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作者 Bo Bi Jianbing Meng Bengliang Cheng 《World Journal of Engineering and Technology》 2021年第2期337-345,共9页
With the development of coal mine equipment mechanization, the wide application of </span><span style="font-family:Verdana;">“</span><span style="font-family:Verdana;">... With the development of coal mine equipment mechanization, the wide application of </span><span style="font-family:Verdana;">“</span><span style="font-family:Verdana;">hole instead of roadway</span><span style="font-family:Verdana;">”</span><span style="font-family:Verdana;"> technology greatly reduces the cost of gas control engineering, but puts forward higher requirements for the effect of gas drainage. At present, the drainage effect of coal mine inspection boreholes is mainly evaluated by the drilling field, but the flow rate and gas concentration of each borehole in the drilling field are not the same, which causes the gas drainage effect not to be correctly mastered. In the present study, the pressure relief drilling in the goaf of the working face of a typical multi-coal seam group high gas outburst mining area was taken as the research object. Through the newly developed portable drilling inspection device, the pure amount of drilling drainage was investigated, and the drilling design was dynamically adjusted. The enhancement of the goaf pressure relief gas control effect ensures the gas safety of the mining face. At the same time, this improves the gas extraction rate and reduces the emission of greenhouse gases. If the data from the borehole investigation can be transmitted in real time and analyzed in big data, the optimal extraction negative pressure can be predicted through a regression algorithm. Under the control of the negative pressure of each borehole by the actuator, the extraction system can have the function of intelligent judgment. 展开更多
关键词 pressure-relief Gas Extraction Study on the Extraction Effect Borehole Design Determination of Pore Parameters
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Pressure Control of a Large-scale Hydraulic Power Unit UsingπBridge Network 被引量:3
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作者 FENG Bin GONG Guofang YANG Huayong 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2011年第3期386-391,共6页
The steady state and dynamic characteristics of pressure output of a hydraulic power unit are important to the hydraulic system behavior.Because of the compact structure,the B-half bridge resistance network is widely ... The steady state and dynamic characteristics of pressure output of a hydraulic power unit are important to the hydraulic system behavior.Because of the compact structure,the B-half bridge resistance network is widely used in the pilot controlled pressure relief valves.However the steady-state pressure error might be unacceptably big in those pressure control systems.A constant pressure power unit is typically assumed in analysis of steady state and dynamic behavior of hydraulic systems.The flow-pressure relationship seems to be much complex,in particular when big flow variation takes place.In this paper,theπbridge hydraulic resistance network pilot stage is designed in order to get better flow-pressure characteristics.Based on the similarity of electrical circuits,the main factors influencing flow-pressure characteristics are analyzed.Moreover,the optimum diameters of both constant hydraulic resistor and dynamic resistor are proposed.Flow-pressure characteristics are compared with different constant hydraulic resistors,dynamic resistor and spring stiffness by simulations and experiments.Results of simulations and experiments show that flow-pressure characteristics depend very little on the spring stiffness in whole flow range.Good controlled pressure characteristics can be achieved with suitable constant resistors.Overshoot can be reduced with the small diameter of the dynamic resistor.Flow-pressure characteristics of pressure relief valve can be improved with aπbridge pilot stage.The proposed pressure control method will provide some positive guidelines and be helpful to design a high performance hydraulic system with large flow. 展开更多
关键词 two stage pressure relief valve πbridge resistor network flow-pressure characteristics
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PRESSURE COMPENSATION METHOD OF UNDERWATER HYDRAULIC SYSTEM WITH HYDRAULIC POWER UNIT BEING UNDER ATMOSPHERIC CIRCUMSTANCE AND PRESSURE COMPENSATED VALVE 被引量:2
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作者 Wang Qingfeng Li Yanmin Zhong Tianyu Xu Guohua 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2005年第3期419-423,共5页
Based on the analysis of the-state-of-the-art of pressure compensation of underwater hydraulic systems (UHSs), a new method of pressure compensation of UHSs, whose hydraulic power unit is in the atmospheric circumst... Based on the analysis of the-state-of-the-art of pressure compensation of underwater hydraulic systems (UHSs), a new method of pressure compensation of UHSs, whose hydraulic power unit is in the atmospheric circumstance, is proposed. And a pilot-operated relief valve with pressure compensation is realized. The pressure compensation precision is guaranteed by direct detection. Its dynamic performance and stability are improved by a dynamic feedback. Theoretical study, simulation and experiment show that the pilot-operated relief valve with pressure compensation has a fine property of tracking underwater ambient pressure and meet the requirement of underwater ambient pressure compensation. 展开更多
关键词 Underwater hydraulic system (UHS) pressure compensation Underwater ambient pressure (UAP) pressure relief valve
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Development of Oilfield Blockage Relief and Injection System Based on Bio-Based Surfactants
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作者 Wang Fei Chen Zhaoxian +2 位作者 Liu Gang Zhang Huili Hu Meijuan 《China Detergent & Cosmetics》 2025年第3期40-46,共7页
By investigating the performance characteristics of the bio-based surfactant 8901A,a composite decontamination and injection system was developed using 8901A as the primary agent,tailored for application in low-permea... By investigating the performance characteristics of the bio-based surfactant 8901A,a composite decontamination and injection system was developed using 8901A as the primary agent,tailored for application in low-permeability and heavy oil reservoirs under varying temperature conditions.The results demonstrate that this system effectively reduces oil–water interfacial tension,achieving an ultra-low interfacial tension state.The static oil washing efficiency of oil sands exceeds 85%,the average pressure reduction rate reaches 21.55%,and the oil recovery rate improves by 13.54%.These enhancements significantly increase the system’s ability to dissolve oilbased blockages,thereby lowering water injection pressure caused by organic fouling,increasing the injection volume of injection wells,and ultimately improving oil recovery efficiency. 展开更多
关键词 bio-based surfactants oil extraction technology pressure reduction and blockage relief
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静态致裂作用下采煤工作面端头悬顶破断演化机理研究
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作者 袁瑞甫 李辉 +1 位作者 董卓 张群磊 《河南理工大学学报(自然科学版)》 北大核心 2026年第2期54-63,共10页
目的为了揭示采场端头悬顶破断演化机理并实现合理矿压控制,开展悬顶破断静态致裂破坏规律与最佳钻孔间距研究。方法利用连续-非连续单元方法(CDEM)建立采场端头悬顶破断数值模型,分析悬顶破断静态致裂破坏规律;基于某矿5-2煤层实际地... 目的为了揭示采场端头悬顶破断演化机理并实现合理矿压控制,开展悬顶破断静态致裂破坏规律与最佳钻孔间距研究。方法利用连续-非连续单元方法(CDEM)建立采场端头悬顶破断数值模型,分析悬顶破断静态致裂破坏规律;基于某矿5-2煤层实际地质条件建立工作面端头区域地层数值模型,探究开挖过程中静态致裂前后悬顶变形、破断过程,揭示静态破碎剂作用下悬顶破断演化机理。结果结果表明:静态破碎剂膨胀压力与悬顶抗拉强度呈正比,当抗拉强度低于8 MPa且膨胀压力≥30 MPa时致裂效果最佳;悬顶致裂钻孔最佳间距为1.25 m;静态致裂前工作面端头悬顶周期垮落步距为37.5~22.5 m,平均步距27.5 m,而静态致裂后周期垮落步距减少至12~17 m;开采工作面支架压力和顶板位移现场测试结果进一步表明静态致裂技术的可行性。结论静态致裂技术通过控制悬顶垮落步距与破裂顺序,可有效避免矿压突变带来的安全隐患,研究结果可为静态致裂技术致裂坚硬顶板工程提供理论指导。 展开更多
关键词 端头悬顶 静态致裂 切顶卸压 数值模拟 破断机理
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突出矿井全生命周期煤气共采技术模式与实践
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作者 胡国忠 秦伟 +4 位作者 许家林 李国君 袁梅 杨南 李康 《绿色矿山》 2026年第1期70-78,共9页
随着煤矿采深增加,越来越多的开采煤层逐渐转为突出煤层,并具有地质构造复杂、无开采保护层、透气性低、地应力高等特点,造成煤层瓦斯抽采难度增加,而煤气共采是解决上述难题的有效途径。以阳泉矿区为例,从煤炭开采的采前、采中、采后... 随着煤矿采深增加,越来越多的开采煤层逐渐转为突出煤层,并具有地质构造复杂、无开采保护层、透气性低、地应力高等特点,造成煤层瓦斯抽采难度增加,而煤气共采是解决上述难题的有效途径。以阳泉矿区为例,从煤炭开采的采前、采中、采后的全生命周期角度,阐述了煤矿全生命周期煤气共采的概念内涵与技术模式;建立了以煤矿规划区复杂构造带地面直井压裂靶向预抽、煤矿开拓区底抽巷穿层钻孔液态二氧化碳相变致裂预抽、煤矿生产区本煤层超前卸压瓦斯二次封孔强化抽采、废弃采空区瓦斯地面钻井抽采为代表的煤矿全生命周期煤气共采技术体系。结果表明,以人工增透与采动卸压为手段的煤气共采成套技术的成功应用,使阳泉矿区的煤矿规划区地面直井单井抽采量提高了7倍、煤矿开拓区本煤层瓦斯抽采量提高了5.7~8倍、煤矿生产区工作面超前卸压瓦斯抽采量提高了184%、废弃采空区地面钻井产气量平均达3504 m3/d,有效提高了深部开采煤层的瓦斯抽采效果。研究成果将有助于煤矿企业从矿井全生命周期角度进行科学的瓦斯抽采规划,以促进瓦斯灾害事故预防、瓦斯利用与减排。 展开更多
关键词 煤气共采 煤矿全生命周期 绿色开采 人工增透 采动卸压
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