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Numerical simulation study on the thermal environment in heading face 被引量:4
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作者 ZHAO Fu-jun HUANG Shou-yuan +1 位作者 shen pei-wen LI Yan-bo 《Journal of Coal Science & Engineering(China)》 2010年第3期272-276,共5页
Based on k-ε turbulence model, the distributions of the velocity field, temperaturefield, thermal comfort index, PMV-PPD (Predicted Mean Vote-Predicted PercentageDissatisfied), and air quality index, mean age of air ... Based on k-ε turbulence model, the distributions of the velocity field, temperaturefield, thermal comfort index, PMV-PPD (Predicted Mean Vote-Predicted PercentageDissatisfied), and air quality index, mean age of air were obtained of Zhouyuanshan CoalMine in-650 m level of a heading face by CFD(Computational Fluid Dynamics)software,Airpak 2.0.Moreover, the human thermal comfort and the air quality of the heading facewere analyzed with PMV-PPD and mean age of air indices, which received an intuitivevisualization and accurate evaluation results.In order to create a safe, comfortable, andeconomical underground operating environment, a scientific, rational, and comprehensiveprediction and evaluation needed to provide a theoretical and technical basis for coal mineventilation, cooling, heat harm treatment, and prevention.Meanwhile, from the humanthermal comfort and air quality to research the underground environment, it embodied theconcept of being human oriented. 展开更多
关键词 掘进工作面 数值模拟 空气质量指数 热环境 舒适性指标 平均年龄 热舒适性 计算流体力学
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大采高工作面回采扰动对煤体结构影响的现场测试分析
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作者 申培文 《能源技术与管理》 2020年第3期10-11,112,共3页
以寺河煤矿留巷顺槽为工程背景,采用煤矿井下钻孔窥视研究方法,开展了回采扰动对煤体结构的影响现场测试分析。测试结果表明,随着回采时间加长,巷帮煤体的完整性降低。新掘巷道煤体裂隙率为22.7%,工作面回采过程中裂隙率为40.9%,工作面... 以寺河煤矿留巷顺槽为工程背景,采用煤矿井下钻孔窥视研究方法,开展了回采扰动对煤体结构的影响现场测试分析。测试结果表明,随着回采时间加长,巷帮煤体的完整性降低。新掘巷道煤体裂隙率为22.7%,工作面回采过程中裂隙率为40.9%,工作面回采后裂隙率为58.5%。提出采取注浆加固技术提高围岩的自承能力和抗变形扰动能力,同时及时进行喷浆封闭防止围岩风化变形破碎。 展开更多
关键词 大采高 回采扰动 煤体结构 现场测试
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Sensor placement of long-term health monitoring for large bridges based on the real-time correction of finite element model
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作者 陈悦 ZHOU Jian-ting shen pei-wen 《Journal of Chongqing University》 CAS 2013年第3期123-130,共8页
The process of optimized placement of long-term health monitoring sensors for large bridges generally begins with finite element models, but there will arise great discrepancies between theoretically-calculated result... The process of optimized placement of long-term health monitoring sensors for large bridges generally begins with finite element models, but there will arise great discrepancies between theoretically-calculated results and actual measurements.Therefore, rectified finite element models need to be rectified by virtue of model rectifying technology. Firstly, the result of construction monitoring and finished state load test is used to real-time modification of finite element model. Subsequently, an accurate finite element model is established. Secondly, the optimizing the layout of sensor with following orthogonality guarantees orthogonal property and linear independence for the measured data. Lastly, the effectiveness and feasibility of method in the paper is tested by real-time modifying finite element model and optimizing the layout of sensor for Nujiang Bridge. 展开更多
关键词 large bridges health monitoring real-time correction optimal sensor placement
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