Laboratory investigations of inert gas flow behaviors in compact sandstone     

Chaojun Jia  Weiya Xu  Huanling Wang  Wei Wang  Jun Yu  Zhinan Lin 《Environmental Earth Sciences》2018,77(6):245

The seepage evolution behavior of compact rock is significant for the stability and safety of many engineering applications. In this research, both hydrostatic and triaxial compression tests were conducted on compact sandstone using an inert gas, namely argon. A triaxial compression test with a water permeability measurement was carried out to study the difference between the gas permeability and water permeability evolutions during the complete stress–strain process. Based on the experimental data, the hydrostatic stress-dependent gas permeability was discussed firstly. A second-order function was proposed to predict and explain the gas slippage effect. The mechanical properties and crack development of the sandstone samples were discussed to better understand the permeability evolution with crack growth during the complete stress–strain process. The results show that the gas permeability evolution can be divided into five stages according to the different crack growth stages. Then, the permeability changes in the crack closure stress \( \sigma_{\text{cc}} \), crack initiation stress \( \sigma_{\text{ci}} \), crack damage stress \( \sigma_{\text{cd}} \) and peak stress \( \sigma_{\text{p}} \) with confining pressures were analyzed. Finally, we found that the difference between the corrected gas permeability and water permeability can be attributed to the interaction between the water and sandstone grains.  相似文献   

Probabilistic calibration of a coupled hydro-mechanical slope stability model with integration of multiple observations     

Lulu Zhang  Fang Wu  Yafei Zheng  Lihong Chen  Jie Zhang  Xu Li 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2018,12(3):169-182

Multiple types of responses, such as displacements, ground water level, pore water pressures, water contents, etc., are usually measured in comprehensive monitoring programmes for rainfall-induced landslide prevention. In this study, a probabilistic calibration method for coupled hydro-mechanical modelling of slope stability is presented with integration of multiple types of measurements. A numerical example of a soil slope under rainfall infiltration is illustrated to compare the effects of single and multiple types of responses on parameter estimation and model calibration. The results show that the soil parameters can be estimated with less uncertainty and total uncertainty bounds are narrower with multiple types of responses than with a single type of response. Model calibration based on multiple types of responses can compromise different responses and hence the means and standard deviations of model error are the smallest. A feasible correlation coefficient between soil modulus and permeability can be obtained from model calibration with multiple types of responses and single type of response as long as the responses include displacement data.  相似文献   

A GIS-based method of risk assessment on no. 11 coal-floor water inrush from Ordovician limestone in Hancheng mining area,China     

Gelian Dai  Xiaoyuan Xue  Ke Xu  Lei Dong  Chao Niu 《Arabian Journal of Geosciences》2018,11(22):714

The no. 11 coal seam in the deep area of Hancheng mining area is mining in recent years, which is threatened by the water inrush from the Ordovician limestone aquifer. Coal-floor water inrush is governed by the water abundance of coal-floor aquifer, the water-resisting performance of coal-floor aquitard, and the pathway connecting the water source and the working face. To make an accuracy risk assessment of water inrush from the no. 11 coal seam floor, a GIS-based vulnerability index method (VIM) is adopted for its superior comprehensive consideration of more controlling factors, powerful spatial analysis, and intuitively display functions. This study firstly established an index system including the water pressure of the coal-floor aquifer, the unit water inflow, the thickness, the core recovery percentage, the thickness ratio of brittle rocks to ductile rocks, the thickness of effective aquitard, and the accumulated length of faults and folds, of which the former six indexes governed the water abundance of the coal-floor aquifer which was combined with the last two factors to determine the risk of coal-floor water inrush. Secondly, the thematic map of each controlling factor is established by GIS using the geological prospecting data, and the weight of each factor is determined by the analytic hierarchy process (AHP) after consulting the expert review panel. At last, a vulnerability index is obtained and used to assess the risk of coal-floor water inrush of the no. 11 coal seam. The risk of water inrush of the no. 11 coal seam of the study area was ranked to three zones: the southeastern shallow area in red color is the dangerous zone, the wide northwestern area in green color is the safe zone, and the transition area in yellow color is the moderate-risk zone. Compared with the actual water-inrush incidents, the risk assessment result was verified to achieve an accuracy of 82.35%, which is proved to be a dependable reference for the prevention and controlling of coal-floor water inrush of the no. 11 coal seam in Hancheng mining area.  相似文献   

青海黄南地区近54年蒸发量变化特征及其影响因子     

李延林  许显花  刘义花  沈菊  陈海莲 《气象科技》2019,47(2):269-275

利用青海省黄南地区近54a(1960—2013年)蒸发量、气温、降水量、日照时数、水汽压等资料,应用地理信息系统、数理统计、线性回归和Mann-Kendall检验等方法分析了黄南地区蒸发量的空间及时间变化趋势,并对黄南地区蒸发量变化特征及其影响因子进行了诊断研究。结果表明:黄南地区年平均蒸发量呈明显的下降趋势,20世纪60—70年代为蒸发量偏多阶段,80年代及后为偏少阶段;黄南地区蒸发量最大的季节是春季和夏季,各季蒸发量均呈减少趋势;黄南地区年蒸发量在1973年发生了由多到少的突变,春、夏、秋、冬季分别发在1973、1975、1976和1974年;分析影响蒸发量的相关因子,蒸发量与日照时数呈显著的正相关关系,与水汽压和降水量呈显著的负相关关系,日照时数的减小是蒸发量减少的主要影响因子。  相似文献   

江西省山地风场风速订正方法研究          下载免费PDF全文

吴琼  桂保玉  徐卫民 《气象与环境科学》2019,42(1):47-53

利用气象站、探空及NASA再分析资料,对江西省4县山地风场的12座测风塔风速进行订正研究。研究结果表明:测风塔与气象站风速数据相关性较低,相关系数一般远小于0.45;测风塔与探空资料的风速相关系数可达到0.6以上,最高可达到0.8;NASA再分析资料可以作为江西山地风场风速订正参证数据,其与测风塔风速数据相关性较高,相关系数可达到0.54～0.77,大多数测风塔相关系数可达0.7左右。海拔高度小于1000 m的测风塔与NASA 50 m风速的相关系数明显高于其与NASA 850 hPa风速的相关系数,高度为1000—1200 m的测风塔与NASA 50 m风速和与NASA 850 hPa风速的相关系数相差不明显,高度大于1200 m的测风塔与NASA 850 hPa风速的相关系数明显大于其与NASA 50 m风速的相关系数。比值法订正效果略好于线性回归法的,订正后的风功率密度总体偏大。  相似文献   

阻塞形势下内蒙古东南部地区一次冷涡暴雨过程水汽特征分析     

马素艳  伊娜娜  赵斐  张旭 《气象与环境学报》2019,(2):1-8

使用常规观测资料、FY-2G卫星及1°×1°的NCEP再分析资料,对2017年7月6—7日内蒙古东南部地区一次冷涡暴雨天气过程进行分析。结果表明:在稳定的"一槽一脊"型环流背景下,阻塞高压稳定维持,西风槽东移受阻移动缓慢,加深为涡,暴雨发生在冷涡发展加强阶段;低空急流建立,一方面形成偏南水汽输送,为暴雨提供源源不断的水汽,水汽收支主要集中在700 hPa以下,暴雨发生前水汽净收入明显增大,南、北边界水汽贡献率大;另一方面,偏南暖湿气流的输送使不稳定层结建立,能量在暴雨区积聚,偏南低空急流与高空急流耦合,又为暴雨发生提供了动力条件;暴雨发生前后湿度场变化显著,大气可降水量最大达到55—60 kg·m^-2,且暴雨发生前增幅显著,增幅近2倍。暴雨区700 hPa (850 hPa)上比湿不低于7 g·kg^-1(12 g·kg^-1),强降水出现在水汽图上白亮区断裂消失后,高层比湿峰值附近和相当黑体温度<230 K为强降水高发区。  相似文献   

昆明长水机场气候特征分析     

张序 《气象科学进展》2019,(1):41-45

利用昆明市1951—2010年逐日气象数据,采用回归分析法和Mann-Kendall突变分析法进行分析和检验,确定了昆明市极端降水和极端温度天气事件。在此基础上,对昆明长水机场极端天气背景下大雾天气航班安全运行开展研究,并在对比昆明长水机场与原巫家坝机场大雾特点的基础上,制定出航班安全运行的应对措施。研究表明,近几年昆明市极端温度和极端降水事件呈现增多趋势;因地形原因,长水机场出现大雾的频率远高于原巫家坝机场;大雾造成的低能见度天气背景下,航班的安全运行需要航空公司各部门的通力协作。  相似文献   

Eastward extrusion and northward expansion of the Tibetan plateau—discussions for the deep processes of the plateau uplift     

Zhou Ye  Rui Gao  Qiusheng Li  Xiao Xu  Xingfu Huang  Xiaosong Xiong  Wenhui Li 《《地质学报》英文版》2018,92(Z1):79-79

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Magnetotelluric evidence for asymmetric simple shear extension and lithospheric thinning in South China     

Shan Xu  Martyn J. Unsworth  Xiangyun Hu  Walter D. Mooney 《《地质学报》英文版》2018,92(Z1):92-93

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The Stability of Carbonate Melts In the Mantle     

Saswata Hier Majumder  Yizhuo Sun  Yigang Xu  Michael Walter 《《地质学报》英文版》2018,92(Z1):172-172

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