Simulating the effects of spatial configurations of agricultural ditch drainage networks on surface runoff from agricultural catchments     

F. Levavasseur  J. S. Bailly  P. Lagacherie  F. Colin  M. Rabotin 《水文研究》2012,26(22):3393-3404

The study of runoff is a crucial issue because it is closely related to flooding, water quality and erosion. In cultivated catchments, agricultural ditch drainage networks are known to influence runoff. As anthropogenic elements, agricultural ditch drainage networks can therefore be altered to better manage surface runoff in cultivated catchments. However, the relationship between the spatial configuration, i.e. the density and the topology, of agricultural ditch drainage networks and surface runoff in cultivated catchments is not understood. We studied this relationship by using a random network simulator that was coupled to a distributed hydrological model. The simulations explored a large variety of spatial configurations corresponding to a thousand stochastic agricultural ditch drainage networks on a 6.4 km² Mediterranean cultivated catchment. Next, several distributed hydrological functions were used to compute water flow paths and runoff for each simulation. The results showed that (i) denser networks increased the drained volume and the peak discharge and decreased hillslopes runoff, (ii) greater network density did not affect the surface runoff any further above a given network density, (iii) the correlation between network density and runoff was weaker for small subcatchments (< 2 km²) where the variability in the drained area that resulted from changes in agricultural ditch drainage networks increased the variability of runoff and (iv) the actual agricultural ditch drainage network appeared to be well optimized for managing runoff as compared with the simulated networks. Finally, our results highlighted the role of agricultural ditch drainage networks in intercepting and decreasing overland flow on hillslopes and increasing runoff in drainage networks. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Computational homogenization of uncoupled consolidation in micro‐heterogeneous porous media     

Fredrik Larsson  Kenneth Runesson  Fang Su 《国际地质力学数值与分析法杂志》2010,34(14):1431-1458

Variationally consistent homogenization is exploited for the analysis of transient uncoupled consolidation in micro‐heterogeneous porous solids, whereby the classical approach of first‐order homogenization for stationary problems is extended to transient problems. Homogenization is then carried out in the spatial domain on representative volume elements (RVE), which are introduced in quadrature points in standard fashion. Along with the classical averages, a higher‐order conservation quantity is obtained. An iterative FE²‐algorithm is devised for the case of nonlinear permeability and storage coefficients, and it is applied to pore pressure changes in asphalt‐concrete (particle composite). Various parametric studies are carried out, in particular, with respect to the influence of the ‘substructure length scale’ that is represented by the size of the RVE's. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Analytical layer‐element method for non‐axisymmetric consolidation of multilayered soils     

Zhi Yong Ai  Wen Ze Zeng 《国际地质力学数值与分析法杂志》2012,36(5):533-545

A numerically efficient and stable method is developed to analyze Biot's consolidation of multilayered soils subjected to non‐axisymmetric loading in arbitrary depth. By the application of a Laplace–Hankel transform and a Fourier expansion, the governing equations are solved analytically. Then, the analytical layer‐element (i.e. a symmetric stiffness matrix) describing the relationship between generalized displacements and stresses of a layer is exactly derived in the transformed domain. Considering the continuity conditions between adjacent layers, the global stiffness matrix of multilayered soils is obtained by assembling the inter‐related layer‐elements. Once the solution in the Laplace–Hankel transformed domain that satisfies the boundary conditions has been obtained, the actual solution can be derived by the inversion of the Laplace–Hankel transform. Finally, numerical examples are presented to verify the theory and to study the influence of the layered soil properties and time history on the consolidation behavior. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

断尾沟和断错水系及断错速率的商讨     

刘景元 《内陆地震》1988,(4)

能形成所谓“肘状拐弯”的断错水系,必是先有冲沟,后被断错的水系。而先有断层,后溯源侵蚀发育的冲沟则不能形成”肘状拐弯“的断错水系。因此,断层一侧沟的长度—断尾沟长度与断层年龄无关,最终与断层运动速率之间的关系也不易确定。  相似文献   

孔隙水压力圆锥静力触探及其发展现状     

张喜发 《吉林大学学报(地球科学版)》1990,(4)

介绍孔隙水压力圆锥静力触探这门新技术,着重评述近年来在探头优化设计方面的进展,以及在划分地层和鉴别土类、估计土的超固结比和固结系数方面应用的最新研究成果。  相似文献   

水库区应力－孔压耦联分析     

梁青槐  高士钧  曾心传 《华南地震》1994,(3)

基于Ｂｉｏｔ耦联固结理论［１］，推导出二维饱水弹性岩石介质的应力－孔压耦联微分方程，并用有限元法和有限差分法分别对其进行了空间和时间的离散化。  相似文献   

Mode I fracture toughness of coal     

Ram B. Bhagat 《Geotechnical and Geological Engineering》1985,3(3):229-236

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内蒙中部地区水系沉积物异常评价方法     

田书文 《铀矿地质》1986,(6)

通过对内蒙中部地区水系沉积物U、~(210)Po的区域概查,在约60000km~2范围内,发现了104个U异常点,296个~(210)Po异常点,并圈出了U异常晕圈210个,~(210)Po异常圈144个。在此基础上,总结了评价异常的方法、程序和10个主要评价判据,并对异常进行了分类(Ⅰ,Ⅱ,Ⅲ类)。文章通过对三个实例的解剖、从较多的U、~(210)Po异常中分辨出矿异常及非矿异常。从而说明,在干旱荒漠地区进行水系沉积物测量,快速扫面,是普查找矿远景行之有效的方法之一。  相似文献   

矿山排供结合探讨     

杨解 《华东地质学院学报》1986,(1)

本文解决大水矿床排供结合问题是国民经济建设中具有实际意义的重要课题。本文较系统地论述了解决排供矛盾和排供结合的办法。着重从地质一水文地质条件,从矿山排水前后矿床地下水的补给、迳流、排泄条件来论证对排供结合方案的选择,并以一个典型的矿床作为实例加以阐明。  相似文献   

吉林省太古宙TTG岩类固结的温度压力条件     

孙德有  周永胜 《吉林地质》1995,14(2):57-63

吉林省太古宙ＴＴＧ岩类型成于变质上壳岩系麻粒岩相变质作用晚期阶段。详细的岩相学研究表明，ＴＴＧ岩类中存在岩浆结晶的绿帘石，角闪石和黑云母等。绿帘石的出现标志了一定的压条件。  相似文献