利用ERT数据推求非均质多孔介质渗透系数初探   总被引：2，自引：0，他引：2  

喻永祥  吴吉春 《水文地质工程地质》2006,33(2):41-44,49

高密度电阻率成像法（ERT）能通过改变间距来对不同尺度上的地质体特征进行描述，近年来广泛地应用于地质、工程等领域。本文从电流场和渗流场的相似性出发来研究电阻率和渗透系数之间的关系，简要介绍了利用ERT技术所得的电阻率数据推求渗透系数的基本原理，并利用张家港大新和塘桥两处的ERT测量数据推求出渗透系数。与两地抽水试验结果和岩性取样分析的结果分别进行对比，结果较为吻合。  相似文献   

荒漠地区生物土壤结皮的水文物理特征分析   总被引：15，自引：0，他引：15       下载免费PDF全文

王新平  肖洪浪  张景光  李新荣  康尔泗 《水科学进展》2006,17(5):592-598

通过室内压力陶土板系统测定土壤含水率与基质势的关系与Star-1土壤水分物理特征测定系统确定非饱和土壤水力传导度的方法,结合应用van Genuchten公式模拟,分析了位于腾格里沙漠东南缘包兰铁路沙坡头段人工生态防护体系生物土壤结皮的水文物理特征,确定了其水分特征曲线、非饱和土壤水力传导度、非饱和弥散系数,并与原始沙丘沙进行比较。结果表明,生物土壤结皮的持水能力是沙丘沙的3~9倍。当土壤基质势在-1~-3 000 cm的较高范围变化时,生物土壤结皮平均非饱和水力传导度低于沙丘沙(约为12%);而当土壤基质势在-3 000~-15 000 cm的较低范围变化时,沙丘沙的平均非饱和水力传导度又大大低于生物土壤结皮(约为91.0%)。正是由于生物土壤结皮特殊的质地与结构,使其非饱和水力传导度随着土壤基质势的降低,以及土壤含水量的减少,而趋于增大。与原始沙丘沙比较,生物土壤结皮独特的水文物理特点决定了它对荒漠地区土壤微生境的改善与促进作用,特别是通常情况下的高持水能力与低土壤基质势条件下的较高非饱和水力传导度,能够提高浅层土壤水分的有效性,有利于人工生态防护体系主要组分浅根系灌木、草本植物与小型土壤动物的生存繁衍。  相似文献   

全站仪垂直角一测回标准偏差检定方法的研究     

潘建祖  王剑 《现代测绘》2006,29(1):31-32

摘要通过对全站仪测角部分编码技术分析,按照检定规程中关于测角部分中对于一测回垂直角标准偏差检定,得出在计算一测回竖直角标准偏差上进行改动即可检定方法。  相似文献   

全型垂直涡度倾向方程的另一导出形式     

陈忠明  何光碧  闵文彬 《气象科学》2006,26(4):365-369

地球大气运动同时满足牛顿第二定律与热力学第一定律,利用大气动力与热力方程对热力与动力变量的联系,直接将变形处理后的大气运动方程(涡度方程)与热力学方程结合起来,导出了显式包含热力与动力作用的全型垂直涡度倾向方程。  相似文献   

西北太平洋夏季风的变化对台风生成的影响   总被引：40，自引：8，他引：40  

王慧  丁一汇  何金海 《气象学报》2006,64(3):345-356

研究了西北太平洋夏季风特征及其季风槽结构对台风生成的影响。当西北太平洋季风槽增强并向东扩展使季风加强时,西北太平洋的风速垂直切变、高低空辐散风、湿度和海温等都对台风的生成产生有利的影响,台风数明显比季风槽弱时多。而且对台风生成的位置也有很大的影响,即季风槽强时,台风的生成位置偏东,季风槽弱时台风的位置偏西。这表明西北太平洋夏季风主要是通过季风槽活动影响台风的生成。而夏季风的强弱对台风也有影响,在西北太平洋夏季风的活跃阶段,西北太平洋夏季风强时,台风生成的比较多,夏季风中断时台风生成的比较少。西北太平洋夏季风通过季风的季节内振荡对西北太平洋台风也有显著的影响。季节内振荡对台风生成的影响主要以30—60 d振荡为主。在这种低频振荡对流活动的湿位相时期台风生成个数明显多,干位相时期台风生成的少。而且低频振荡的西风位相也有利于台风生成,在东风位相时生成的台风少。另外,还研究了多台风期西北太平洋夏季的特征(群发性),发现在这些时期,存在强的季风槽,弱的垂直切变与充足的水汽供应。这表明西北太平洋台风时空的群发性与夏季风活动的异常密切相关。  相似文献   

Can the diffuse double layer theory describe changes in hydraulic conductivity of compacted clays?   总被引：1，自引：0，他引：1  

Robrecht M. Schmitz 《Geotechnical and Geological Engineering》2006,24(6):1835-1844

Observations related to modifications of the hydraulic conductivity of compacted soils as a consequence of intentional compositional variation of the percolating fluid are often attributed vaguely to calculated changes in double layer thickness. The same calculated decrease or increase in double layer thickness is interpreted differently, depending on which (unconsciously held) boundary conditions authors take into account. The interpretations of different authors seem to be paradoxical only if the boundary conditions have not been mentioned. On the basis of a literature survey and own previously published test results the different boundary conditions have been grouped and divided into classes. With this division the interpretation of changes in double layer thickness will lead to unique interpretations and predictions of changes in hydraulic conductivity.  相似文献   

In Situ Pore Water Pressure Dissipation Testing of Marine Clay under Reclamation Fills     

A. Arulrajah  H. Nikraz  M. W. Bo 《Geotechnical and Geological Engineering》2006,24(1):29-43

In situ dissipation tests provide a means of evaluating the in situ coefficient of horizontal consolidation and horizontal hydraulic conductivity of soft clays. Dissipation tests by means of piezocone (CPTU), dilatometer (DMT), self-boring pressuremeter (SBPT) and BAT permeameter (BAT) were utilized in the characterization of the coefficient of horizontal consolidation and horizontal hydraulic conductivity of Singapore marine clay at Changi in a land reclamation project. Dissipation tests were carried out prior to reclamation as well as after ground improvement with vertical drains to compare the changes in the coefficient of horizontal consolidation and horizontal hydraulic conductivity prior to and after ground improvement. Tests were carried out in a vertical drain area as well as in an adjacent untreated control area after 23 months of surcharge loading, for comparison purposes. The purpose of this research is to determine the horizontal consolidation parameters of Singapore marine clay prior to reclamation as well as after 23 months of surcharge loading with and without vertical drains by means of in situ dissipation tests.  相似文献   

Emplaced Geotechnical Characteristics of Hydraulic Fills in a Number of Australian Mines     

K. J. Rankine  N. Sivakugan  R. Cowling 《Geotechnical and Geological Engineering》2006,24(1):1-14

Hydraulic fills used in Australian mines have similar grain size distributions whilst having quite different specific gravity values, typically in the range of 2.7–4.4. When produced and distributed in slurry at 65–75% by solid content, they settle to produce fills with similar geotechnical characteristics. The fills under investigation have been found to settle, in the laboratory, to a dry density of about 0.56 × specific gravity, a saturation water content of about 17–34%, and a porosity of 37–49%. A quick estimate of the optimum water content that gives the minimum porosity may be obtained by locating the intersection of the saturation curve and minimum porosity line, which may simply be done on a water content vs. porosity plot. However, transportability of the slurry requires it to be mixed at water content substantially greater than the optimum water content. As the tailings settle out of suspension, they settle to relative density of 50–80%. This paper shows that the current empirical relationships relating relative density and N-value to friction angle for sands will significantly underestimate the friction angle of the hydraulic fills. Based on limited experimental data, a unique relationship between relative density and friction angle is proposed for hydraulic fills placed in some Australian mines.  相似文献   

Hydrologic and geoenvironmental characterization of wetlands in quarries of the Vinalopó Mitjà (Alicante, Spain)     

R. Miralles  E. García-Sánchez  M. M. Jordán 《Environmental Geology》2006,50(7):1053-1059

This paper deals with the environmental characterization of the “Collao de Candela” enclave (Alicante, SE Spain), which in the early 1980s reported strong mining activity mainly due to the extraction of marls. The subsequent abandonment of such quarries produces floods in depressed areas that are constituted as pools. These anthropogenic wetlands are the object of this research. In order to characterize the geometry of the studied wetlands a bathymetry was carried out. Bathymetric data are very important for water managers tasked with assessing wetlands’ status. A chemical and mineralogical characterization has been carried out on the lithologies in the study area. A study was also conducted of the physical and chemical parameters of the waters contained in these pools during one hydrologic cycle. The climate of the zone, having elevated evapotranspiration measurements, favors a progressive concentration of salts in the pools consequence of runoff water washing, the evaporitic sediments as well as from elevated evaporation. The results obtained justify the environmental protection of these marl-gypsum mining quarries as potential wetlands.  相似文献   

Influence of streambed hydraulic conductivity on solute exchange with the hyporheic zone     

Robert J. Ryan  Michel C. Boufadel 《Environmental Geology》2006,51(2):203-210

A conservative solute tracer experiment was conducted in Indian Creek, a small urban stream in Philadelphia, Pennsylvania to investigate the role of subsurface properties on the exchange between streamwater and the hyporheic zone (subsurface surrounding the stream). Sodium Bromide (NaBr) was used as a conservative tracer, and it was monitored in the surface water at two stations and in the upper bed sediments (shallow hyporheic zone extending from 7.5 to 10 cm below the streambed). The hydraulic conductivity (K) of the upper bed sediments and the lower bed sediments (10–12.5 cm below the streambed) was measured in situ. High tracer concentrations were observed in the upper layer at locations where the hydraulic conductivity of the upper layer was larger than that of the lower layer. Low concentrations in the upper layer were observed in the converse case. A statistically significant relationship between the mass retained in the upper layer and the difference of K values between layers was observed.  相似文献