基于人工降雨模拟试验的坡面水文连通性   总被引：8，自引：0，他引：8       下载免费PDF全文

王盛萍  姚安坤  赵小婵 《水科学进展》2014,25(4):526-533

为揭示降水入渗时坡面水文连通性特征以及坡度和雨强等对水文连通性的影响,研究基于人工降雨模拟试验,分别采用结构性指标径流长度（Flowlength,l_F）和功能性指标相对地表连接函数（Relative Surface Connection Function, F_RC）分析不同坡度坡面（5°、15°、25°;面积为150 cm×50 cm）在不同雨强（25 mm/h、50 mm/h、70 mm/h和86 mm/h）条件下的水文连通性。研究结果表明:坡面水文连通结构主要由l_F为0~100 mm的径流路径组成,其栅格频率高达90%以上,而l_F为100~500 mm的栅格频率为3%~8%。水文连通性的迅速发展主要集中在降水事件的开始阶段,而一定阶段以后入渗速率与地表储水速率基本持平,水文连通性呈现出较为稳定的发展趋势。坡度增大整体上有利于水文连通性的发展。5°坡面对应水文连通面积比率整体小于其他坡度。由于雨强增大到一定范围时将增加地表糙率,从而阻碍水文连通性的发展,研究中仅25 mm/h对应水文连通性明显区别于其他雨强,而其他雨强间则在多数情况下水文连通性差别较小。  相似文献   

崩塌体水力输移与塌岸淤床交互影响试验          下载免费PDF全文

余明辉  郭晓 《水科学进展》2014,25(5):677-683

以二元结构河岸崩塌模式为研究背景,在弯道水槽中展开系列试验,研究凹岸坡脚处成型崩塌体在水力作用下输移过程及其对岸坡稳定性与河床冲淤的交互影响。试验成果表明,崩塌体经水力分解破碎呈块状、片状或颗粒状起动,部分随水流带至凸岸或下游,堆积在坡脚附近的崩塌体残留量随水力作用大小及土体特性不同而变化。崩塌体临水面周围尤其上下游端水流紊动强烈易形成较大剪切力区,临坡面上下游端附近剪切力较无崩塌体时减小;崩塌体体积越大,对剪切力区特征的改变也越明显。崩塌体的存在虽不能制止附近岸坡的再次崩塌,但可能抑制崩岸发展及附近河床淤积的程度,崩塌体的粘性或体积越大,这种抑制作用越显著;相同崩塌体抑制附近河床淤积的程度较抑制岸坡崩塌的程度大。  相似文献   

Earth System Science: Conception and Misconception——To the Third Conference on Earth System Science,Shanghai     

Wang Pinxian 《地球科学进展》2014,29(11):1277-1279

Earth system science should not be understood as an all embracing term that combines various disciplines studying the planet Earth. Rather, it is a new approach to consider interaction between its various subsystems, and seeks to integrate various research fields to understand the Earth as a system. Earth system science has developed from global changes studies, then extended into the deep geological past and now is facing a new challenge connecting the surface processes with those in the Earth’s interior.  相似文献   

政策视角下的粤港澳大湾区空间关联分析与协同发展政策机制优化     

李启军  郭磊贤  雷祎  程情仪  司马晓 《热带地理》2022,42(2):269-282

文章收集了428份由公共部门发布的粤港澳大湾区协同发展政策,根据政策主体拓扑关系测度城市间的大湾区协同政策供给强度,绘制基于协同发展政策关系的大湾区空间联系格局,结果发现：1）单向惠港惠澳的政策措施是当前主要的政策供给方向;2）政策供给高度集中于公共服务与产业领域;3）区县及以下层级和地方专业部门尚未充分进入大湾区协同发展政策网络;4）港、澳、广、深四大中心城市与大湾区其他主体间的政策关系与空间联系方式各异;5）大湾区城市间的政策联系在都市圈尺度内互动频密,跨都市圈政策联系相对松散。最后,提出以下建议：粤港澳大湾区可进一步加强邻域城市、邻域区县、专业部门间以及广深2个中心城市之间的双向政策联动,统筹对港、对澳政策,使得政策供给进一步适应大湾区的治理结构。  相似文献   

Simulation of hydraulic fracture propagation near a natural fracture using virtual multidimensional internal bonds     

Z. Zhang  A. Ghassemi 《国际地质力学数值与分析法杂志》2011,35(4):480-495

A virtual multidimensional internal bond (VMIB) model developed to simulate the propagation of hydraulic fractures using the finite‐element method is formulated within the framework of the virtual internal bond theory (VIB) that considers a solid as randomized material particles in the micro scale, and derives the macro constitutive relation from the cohesive law between the material particles with an implicit fracture criterion. Hydraulic pressure is applied using a new scheme that enables simulation of hydraulically driven cracks. When the model is applied to study hydraulic fracture propagation in the presence of a natural fracture, the results show the method to be very effective. It shows that although the in situ stress ratio is the dominant factor governing the propagation direction, a natural fault can also strongly influence the hydraulic fracture behavior. This influence is conditioned by the shear stiffness of the fault and the distance to the original hydraulic fracture. The model results show that when the fault is strong in shear, its impact on hydraulic fracture trajectory is weak and the hydraulic fracture will likely penetrate the fault. For a weak fault, however, the fracture tends to be arrested at the natural fault. The distance between the fault and the hydraulic fracture is also important; the fault influence increases with decreasing distance. The VMIB does not require selection of a fracture criterion and remeshing when the fracture propagates. Therefore, it is advantageous for modeling fracture initiation and propagation in naturally fractured rock. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Numerical modeling of fluid‐driven fractures in cohesive poroelastoplastic continuum     

E. Sarris  P. Papanastasiou 《国际地质力学数值与分析法杂志》2013,37(12):1822-1846

In this article, we investigate the main parameters that influence the propagation of a fluid‐driven fracture in a poroelastoplastic continuum. These parameters include the cohesive zone, the stress anisotropy, and the pore pressure field. The fracture is driven in a permeable porous domain that corresponds to weak formation by pumping of an incompressible viscous fluid at the fracture inlet under plane strain conditions. Rock deformation is modeled with the Mohr–Coulomb yield criterion with associative flow rule. Fluid flow in the fracture is modeled by the lubrication theory. The movement of the pore fluid in the surrounding medium is assumed to obey the Darcy law and is of the same nature as the fracturing fluid. The cohesive zone approach is used as the fracture propagation criterion. The problem is modeled numerically with the finite element method to obtain the solution for the fracture length, the fracture opening, and the propagation pressure as a function of the time and distance from the pumping inlet. It is demonstrated that the plastic yielding that is associated with the rock dilation in an elastoplastic saturated porous continuum is significantly affected by the cohesive zone characteristics, the stress anisotropy, and the pore pressure field. These influences result in larger fracture profiles and propagation pressures due to the larger plastic zones that are developing during the fracture propagation. Furthermore, it is also found that the diffusion process that is a major mechanism in hydraulic fracture operations influences further the obtained results on the fracture dimensions, plastic yielding, and fluid pressures. These findings may explain partially the discrepancies in net pressures between field measurements and conventional model predictions. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Soil water movement under a bottomland hedgerow during contrasting meteorological conditions     

R. Ghazavi  Z. Thomas  Y. Hamon  Ph. Merot 《水文研究》2011,25(9):1431-1442

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Using a H∞ filter assimilation procedure to estimate root zone soil water content     

Haishen Lü  Xiaoli Li  Zhongbo Yu  Robert Horton  Yonghua Zhu  Zhenchun Hao  Long Xiang 《水文研究》2010,24(25):3648-3660

Root zone soil water content impacts plant water availability, land energy and water balances. Because of unknown hydrological model error, observation errors and the statistical characteristics of the errors, the widely used Kalman filter (KF) and its extensions are challenged to retrieve the root zone soil water content using the surface soil water content. If the soil hydraulic parameters are poorly estimated, the KF and its extensions fail to accurately estimate the root zone soil water. The H‐infinity filter (HF) represents a robust version of the KF. The HF is widely used in data assimilation and is superior to the KF, especially when the performance of the model is not well understood. The objective of this study is to study the impact of uncertain soil hydraulic parameters, initial soil moisture content and observation period on the ability of HF assimilation to predict in situ soil water content. In this article, we study seven cases. The results show that the soil hydraulic parameters hold a critical role in the course of assimilation. When the soil hydraulic parameters are poorly estimated, an accurate estimation of root soil water content cannot be retrieved by the HF assimilation approach. When the estimated soil hydraulic parameters are similar to actual values, the soil water content at various depths can be accurately retrieved by the HF assimilation. The HF assimilation is not very sensitive to the initial soil water content, and the impact of the initial soil water content on the assimilation scheme can be eliminated after about 5–7 days. The observation interval is important for soil water profile distribution retrieval with the HF, and the shorter the observation interval, the shorter the time required to achieve actual soil water content. However, the retrieval results are not very accurate at a depth of 100 cm. Also it is complex to determine the weighting coefficient and the error attenuation parameter in the HF assimilation. In this article, the trial‐and‐error method was used to determine the weighting coefficient and the error attenuation parameter. After the first establishment of limited range of the parameters, ‘the best parameter set’ was selected from the range of values. For the soil conditions investigated, the HF assimilation results are better than the open‐loop results. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

On the hydraulic intake shape factor for a circular opening located at an impervious boundary: Influence of inclined stratification     

A. P. S. Selvadurai 《国际地质力学数值与分析法杂志》2011,35(6):639-651

In this paper, we develop an exact closed form solution for a circular entry point located at the interface between an impermeable material and a stratified porous medium, where the principal plane of hydraulic isotropy is inclined to the interface. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Design and application of a constant head well permeameter for shallow high saturated hydraulic conductivity soils     

R. W. Bell  N. J. Schofield 《水文研究》1990,4(4):327-342

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