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水力传导度空间变异性的分形模拟研究进展 被引量:6
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作者 黄冠华 zhan hong-bin 叶自桐 《水科学进展》 EI CAS CSCD 北大核心 2003年第2期236-241,共6页
水力传导度是描述孔隙介质物理特性的重要参数,水力传导度的空间变异性直接影响到水分与溶质在介质中的运移状况。由于基于随机理论的方法难于描述具有多重变异尺度的水力传导度的空间变异性,使得基于分形理论的方法得到了较快发展和应... 水力传导度是描述孔隙介质物理特性的重要参数,水力传导度的空间变异性直接影响到水分与溶质在介质中的运移状况。由于基于随机理论的方法难于描述具有多重变异尺度的水力传导度的空间变异性,使得基于分形理论的方法得到了较快发展和应用。详细介绍并评述了分形理论和方法的基本特征及研究进展,水力传导度的空间变异分形与弥散尺度效应的关系及其对溶质运移的影响。 展开更多
关键词 水力传导度 空间变异 分形
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拮抗菌诱导番茄根系分泌物鉴定及作用研究 被引量:1
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作者 游薇 战鸿彬 金朝霞 《生物学杂志》 CAS CSCD 北大核心 2020年第1期54-58,共5页
微生物防治土传病害是目前最环保有效的手段。主要采用气相色谱质谱联用(GC-MS)技术和生物测定方法,检测绿针假单胞杆菌和短小芽孢杆菌的诱导对患灰霉病番茄植株生长速度、病情指数、抗氧化酶活性以及根系分泌物种类和相对含量的影响。... 微生物防治土传病害是目前最环保有效的手段。主要采用气相色谱质谱联用(GC-MS)技术和生物测定方法,检测绿针假单胞杆菌和短小芽孢杆菌的诱导对患灰霉病番茄植株生长速度、病情指数、抗氧化酶活性以及根系分泌物种类和相对含量的影响。结果表明两种拮抗菌可以直接抑制灰霉病生长,并且两种拮抗菌的诱导使患病番茄植株生长速度未受影响,其抗氧化酶活性受到破坏程度减小。GC-MS共检测出近30种根系分泌物,拮抗菌处理组中2-酮基-D-葡萄糖酸、2-羟基丙酸、苹果酸、十八酸、亚油酸、十二酸、对苯二甲酸、十六酸甲酯、邻苯二甲酸二异辛酯组分含量明显增加。综合来说,绿针假单胞杆菌和短小芽孢杆菌不仅本身可以直接抑制灰霉菌菌体的生长,当作用到番茄植物上同样有抑制灰霉病发病的作用,并且可以通过参加植株自身代谢,以及保护植株本身抗氧化酶活性改变植物次生代谢产物的种类和含量来达到抗病的效果,有效减轻体内氧化损伤。 展开更多
关键词 灰霉病 GC-MS 番茄 根系分泌物 抗氧化酶活性
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Non-Darcian Flow Toward a Finite-Diameter Vertical Well in a Confined Aquifer 被引量:9
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作者 WEN zhang HUANG Guan-Hua zhan hong-bin 《Pedosphere》 SCIE CAS CSCD 2008年第3期288-303,共16页
Non-Darcian radial flow toward a finite-diameter, fully penetrating well in a confined aquifer was analyzed on the basis of the Izbash equation with consideration of the wellbore storage effect. We derived semi-analyt... Non-Darcian radial flow toward a finite-diameter, fully penetrating well in a confined aquifer was analyzed on the basis of the Izbash equation with consideration of the wellbore storage effect. We derived semi-analytical solutions of drawdown by using the Boltzmann transform, and obtained approximate analytical solutions of the drawdown at early and late times. MATLAB programs were developed to facilitate computation of the semi-analytical solutions. The turbulence factor v which was directly related to the pumping rate appeared to have negligible influence upon the wellbore well function at early times, but imposed significant influence at intermediate and late times. However, the turbulence factor v imposed non-negligible influence upon the aquifer well function during the entire pumping period, provided that the observation point was not sufficiently close to the wellbore. Sensitivity analysis indicated that the power index n in the Izbash equation had less influence on the type curves at the face of the pumping wellbore, but had much greater influence upon the well function in the aquifer. As the n values increased, the drawdown in the aquifer decreased at early times and increased at late times. The Boltzmann transformation could only be used in an approximate sense for radial non-Darcian flow problems. This approximation would provide accurate solutions at early times, and introduce small but consistent discrepancies at intermediate and late times for the wellbore well function. 展开更多
关键词 finite-diameter well non-Darcian flow' type curves well function wellbore storage
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EXPERIMENTAL STUDY OF FRICTION FACTOR FOR GROUNDWATER FLOW IN A SINGLE ROUGH FRACTURE 被引量:7
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作者 CHEN Zhou QIAN Jia-zhong +1 位作者 LUO Shao-he zhan hong-bin 《Journal of Hydrodynamics》 SCIE EI CSCD 2009年第6期820-825,共6页
To study the relationships between the friction factor f and the flow type in a single rough fracture, the formulae of f for both unconfined and confined flows are deduced based on previous studies. The relationships ... To study the relationships between the friction factor f and the flow type in a single rough fracture, the formulae of f for both unconfined and confined flows are deduced based on previous studies. The relationships between f and the Reynolds number (Re) for different relative roughnesses are investigated experimentally. The Moody-type diagram, based on the deduced formula of f, is also plotted and the hydraulic characteristics of the flow in a rough fracture are analyzed. Results show that the Moody-type diagram of the experiment has a similar distribution to that of the conventional Moody diagram. It is found that the value of f in the experiment is much smaller than that of the conventional Moody diagram and turbulent flow appears easier for rough fractures, which can be explained by the separation phenomenon in boundary layers. The critical Re ranging from 650 to 700 in rough fractures is concluded based on the experimental results. It also can be concluded that the friction factor f is related not only with the Re and the relative roughness but also with the absolute roughness. 展开更多
关键词 friction factor rough fracture Moody diagram critical Reynolds number Re boundary layer
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