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松散煤体中空气渗流规律的试验研究 被引量:5
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作者 吴国光 张永建 +2 位作者 王光友 徐红枫 孟献梁 《煤炭科学技术》 CAS 北大核心 2009年第8期42-45,共4页
为了分析空气在松散媒体中渗流对煤体自热和自燃的影响,根据多孔介质中气体的渗流理论,建立了测试松散煤体渗透系数的试验装置,分别从宏观上探讨了不同空隙分布和粒度分布下松散煤体的渗流规律。研究表明,同一空隙率在不同空隙分布... 为了分析空气在松散媒体中渗流对煤体自热和自燃的影响,根据多孔介质中气体的渗流理论,建立了测试松散煤体渗透系数的试验装置,分别从宏观上探讨了不同空隙分布和粒度分布下松散煤体的渗流规律。研究表明,同一空隙率在不同空隙分布下的渗透系数服从正态分布;粒度分布对空气在煤体中渗流的影响比空隙率大。在试验测定范围内,粒度在1.25mm以下的粉煤是影响整个粒度分布下的煤体渗流的关键。结合实际防治地面煤堆自燃的方法,给出了不同厚度比的粉煤(0-3mm)覆盖较大粒度(3-6mm)煤体时,渗透系数与厚度比的定量关系式。 展开更多
关键词 松散煤体 渗透系数 空隙分布 空气渗流 粒度
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考虑空气渗流的建筑保温材料湿积累计算模型 被引量:1
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作者 张冰 程忠庆 马明丹 《海军工程大学学报》 CAS 北大核心 2016年第5期101-106,共6页
在分析了空气渗流对水蒸气分压力和温度影响的基础上,分别构建了冷凝区和非冷凝区湿积累计算模型。实例分析了夏季和冬季两种工况下空气渗流对保温砂浆内湿积累的影响,并从理论上对实践经验进行了诠释。经实例分析表明:该模型不仅可以... 在分析了空气渗流对水蒸气分压力和温度影响的基础上,分别构建了冷凝区和非冷凝区湿积累计算模型。实例分析了夏季和冬季两种工况下空气渗流对保温砂浆内湿积累的影响,并从理论上对实践经验进行了诠释。经实例分析表明:该模型不仅可以分析建筑材料不同部位的湿积累速率,还可为计算质量含湿率提供依据。 展开更多
关键词 空气渗流 冷凝 湿积累 水蒸气分压力
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空气渗流和冷凝对玻化微珠保温砂浆湿积累影响的数值分析 被引量:1
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作者 张冰 程忠庆 马明丹 《混凝土与水泥制品》 2016年第5期70-73,共4页
玻化微珠保温砂浆内的湿积累是水蒸气扩散,空气渗流,以及冷凝三种因素共同引起的,本文构建了以水蒸气分压力为驱动势的湿积累计算模型,计算并分析了水蒸气扩散,空气渗流,以及冷凝三种因素对湿积累的影响。空气流入时砂浆内水蒸气分压力... 玻化微珠保温砂浆内的湿积累是水蒸气扩散,空气渗流,以及冷凝三种因素共同引起的,本文构建了以水蒸气分压力为驱动势的湿积累计算模型,计算并分析了水蒸气扩散,空气渗流,以及冷凝三种因素对湿积累的影响。空气流入时砂浆内水蒸气分压力和湿积累速率最大值向内迁移;空气流出时则相反。水蒸气冷凝的速率与冷凝区域的边界温度成正比。 展开更多
关键词 玻化微珠 空气渗流 冷凝 湿积累 水蒸气分压力
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自燃煤矸石山隔离层空气阻隔性对时间的响应 被引量:10
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作者 胡振琪 巩玉玲 +2 位作者 吴媛婧 杜玉玺 高杨 《中国矿业》 北大核心 2019年第5期77-81,124,共6页
为了制定合理的自燃煤矸石山覆土碾压方案与绿化时间,防止煤矸石复燃,本文通过室内试验,对土壤试样施加不同压差,探讨自燃煤矸石山隔离层空气阻隔性对时间的响应及隔离层含水率与空气渗流速度、渗透率的相关性。结果表明:随着时间推移,... 为了制定合理的自燃煤矸石山覆土碾压方案与绿化时间,防止煤矸石复燃,本文通过室内试验,对土壤试样施加不同压差,探讨自燃煤矸石山隔离层空气阻隔性对时间的响应及隔离层含水率与空气渗流速度、渗透率的相关性。结果表明:随着时间推移,土壤试样的空气渗流速度与渗透率均呈二次函数式增大,从第6天起空气渗流速度开始超过临界渗流速度,隔离层阻隔性能降低;不同压差下空气渗透率均值从第19天起开始超过临界空气渗透率,隔离层阻隔效果降低;隔离层空气渗流速度与渗透率随含水率变化呈对数函数式变化,均随着含水率的降低而上升。 展开更多
关键词 自燃煤矸石山 隔离层 含水率 空气渗流速度 空气渗透率
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煤矸石山自燃三带分布规律研究
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作者 王文才 杨少晨 +3 位作者 王大伟 王鹏 吴周康 李强强 《内蒙古科技大学学报》 CAS 2024年第3期214-217,共4页
为预防煤矸石山自燃事故的发生,利用Fluent数值模拟,研究了煤矸石山内部渗流场的分布。借鉴采空区自燃三带理论,对煤矸石山自燃三带进行划分,明确其内部自燃三带的分布规律,以期对煤矸石山自燃的防治提供帮助。结果表明:煤矸石山坡面空... 为预防煤矸石山自燃事故的发生,利用Fluent数值模拟,研究了煤矸石山内部渗流场的分布。借鉴采空区自燃三带理论,对煤矸石山自燃三带进行划分,明确其内部自燃三带的分布规律,以期对煤矸石山自燃的防治提供帮助。结果表明:煤矸石山坡面空气渗流速度较高,并随着点位距坡面深度的增加而迅速下降;煤矸石山散热带位于近坡面与坡脚,窒息带位于坡顶与矸石山深部;氧化带形状为类梭形,位于距煤矸石山底部5.8~14.9 m范围内,氧化带外表面距煤矸石山斜坡面1.1~1.4 m,内表面距煤矸石山斜坡面3.1~10.2 m,自燃危险性较大,需要重点防治。 展开更多
关键词 煤矸石山 自燃三带 空气渗流 氧气体积分数场
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Pore-scale simulation of gas-water flow in low permeability gas reservoirs 被引量:2
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作者 曹廷宽 段永刚 +2 位作者 郁伯铭 方全堂 王容 《Journal of Central South University》 SCIE EI CAS 2014年第7期2793-2800,共8页
A novel method was developed to establish a realistic three dimensional(3D) network model representing pore space in low permeability sandstone.Digital core of rock sample was established by the combination of micro-C... A novel method was developed to establish a realistic three dimensional(3D) network model representing pore space in low permeability sandstone.Digital core of rock sample was established by the combination of micro-CT scanning and image processing,then 3D pore-throat network model was extracted from the digital core through analyzing pore space topology,calculating pore-throat parameters and simplifying the shapes of pores and throats.The good agreements between predicted and measured porosity and absolute permeability verified the validity of this new network model.Gas-water flow mechanism was studied by using pore-scale simulations,and the influence of pore structure parameters,including coordination number,aspect ratio and shape factor,on gas-water flow,was investigated.The present simulation results show that with the increment of coordination number,gas flow ability in network improves and the effect of invading water on blocking gas flow weakens.The smaller the aspect ratio is,the stronger the anisotropy of the network is,resulting in the increase of seepage resistance.It is found that the shape factor mainly affects the end points in relative permeability curves,and for a highly irregular pore or throat with a small shape factor,the irreducible water saturation(Swi) and residual gas saturation(Sgr) are relatively high. 展开更多
关键词 low permeability sandstone X-ray computed tomography pore-scale modeling pore structure gas-water flow
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Parametric Study by Dynamic Simulation of the Influence of the Air Infiltration Rate and the Convective Thermal Transfer Coefficient on the Thermal Behavior of Residential Buildings Built with Cut Lateritic Blocks 被引量:1
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作者 David Yemboini Kader Toguyeni Etienne Malbila 《Journal of Energy and Power Engineering》 2018年第4期177-185,共9页
Sustainable building design in dry tropical areas recommends reducing exposure of buildings to solar radiation and/or designing efficient enclosures with satisfactory thermal inertia.We propose in this paper a study o... Sustainable building design in dry tropical areas recommends reducing exposure of buildings to solar radiation and/or designing efficient enclosures with satisfactory thermal inertia.We propose in this paper a study of the influence of the infiltration rate in the building and the coefficient of thermal transfer by convection of the walls, on the thermal comfort using TRNSYS software. All the models carried out were validated by recognized scientific criteria, namely correlation (R) and determination (R2) coefficients on the one hand and NBME and CVRMSE coefficients defined by ASHARE, 2002 on the other hand. The results obtained indicate that the modulation of the air infiltration rate allows the simulations on TRNSYS to be compared to in-situ measurements, with an annual average relative difference of 2.86% on the temperature difference. Furthermore, depending on the parameterization of the heat transfer coefficients by convection of the internal and external walls of walls used in the STD, the average annual difference can be reduced by 1% to 4% between the predictions and the measurements. 展开更多
关键词 Cut lateritic blocks dynamic thermal simulation air infiltration thermal transfer coefficient by convection thermalbehavior.
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Geo-Archeological Hazard in Ehnasi Site, Bani Souf, Egypt
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作者 G. El-Bayomi 《Journal of Environmental Science and Engineering》 2011年第6期776-780,共5页
Archaeological sites are most visible records of our cultural heritage, These sites are often constructed of stone threaten by geomorphological processing, pollution, urbanization, public access, groundwater seepage a... Archaeological sites are most visible records of our cultural heritage, These sites are often constructed of stone threaten by geomorphological processing, pollution, urbanization, public access, groundwater seepage and geological hazards, such as rock falls. These archaeological sites suffered deterioration and failure of some parts. Environmental hazards are the main agent responsible for the monument degrading knowledge of intensity of environmental hazards together with their aggressiveness characteristics surrounding the monumentally area which is important during all phases restoration process (both previous and to be executed in situ). The main geo-environmental hazards which affect the monuments under investigation; weathering, air pollution, seismic activity. 展开更多
关键词 WEATHERING hazards GEOMORPHOLOGY ARCHEOLOGY
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