Simulated effect of a forest road on near‐surface hydrologic response: redux     

Benjamin B. Mirus  Brian A. Ebel  Keith Loague  Beverley C. Wemple 《地球表面变化过程与地形》2007,32(1):126-142

In the work reported here the comprehensive physics‐based Integrated Hydrology Model (InHM) was employed to conduct both three‐ and two‐dimensional (3D and 2D) hydrologic‐response simulations for the small upland catchment known as C3 (located within the H. J. Andrews Experimental Forest in Oregon). Results from the 3D simulations for the steep unchannelled C3 (i) identify subsurface stormflow as the dominant hydrologic‐response mechanism and (ii) show the effect of the down‐gradient forest road on both the surface and subsurface flow systems. Comparison of the 3D results with the 2D results clearly illustrates the importance of convergent subsurface flow (e.g. greater pore‐water pressures in the hollow of the catchment for the 3D scenario). A simple infinite‐slope model, driven by subsurface pore‐water pressures generated from the 3D and 2D hydrologic‐response simulations, was employed to estimate slope stability along the long‐profile of the C3 hollow axis. As expected, the likelihood of slope failure is underestimated for the lower pore pressures from the 2D hydrologic‐response simulation compared, in a relative sense, to the higher pore pressures from the 3D hydrologic response simulation. The effort reported herein provides a firm quantitative foundation for generalizing the effects that forest roads can have on near‐surface hydrologic response and slope stability at the catchment scale. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

高压旋喷技术在基坑护壁与止水工程中的应用     

邹品强 《化工矿产地质》2002,24(2):121-124

长沙天都大厦工程围护墙先后采用2套方案施工,实践证明,采用高压旋喷单管双液分喷法具有设备简单;投资少;操作容易,施工速度快;桩间搭接严密,固结体强度高;适用范围广等优点,尤其在处理软弱地基、基坑支护和止水工程中显示出有效性、可靠性和优越性。该方法再经进一步完善,将具广阔的推广前景。  相似文献   

裂隙概化模型的非饱和渗流试验研究   总被引：4，自引：1，他引：4       下载免费PDF全文

詹美礼  胡云进  速宝玉 《水科学进展》2002,13(2):172-178

借鉴多孔介质非饱和渗流试验的研究成果,研制出一套可同时测定单裂隙毛细压力-饱和度以及非饱和渗透系数-毛细压力关系的试验装置.为检验试验装置的可信度和试验原理的正确性,并初步探讨单裂隙非饱和渗流的机理,特制作了一阶梯开度的裂隙概化模型(本文称之为“S-H”裂隙模型),并在上述试验装置上进行了“S-H”裂隙模型的非饱和渗流试验,初步阐明了单裂隙非饱和渗流的一些基本水力特性,同时试验结果也表明本文试验装置和试验原理合理可靠.  相似文献   

隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例   总被引：1，自引：0，他引：1  

许宝田  阎长虹  李小昭 《水文地质工程地质》2002,29(2):45-48

本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。实践证明该方法是有效的。  相似文献   

岩土工程渗流参数反问题   总被引：10，自引：4，他引：10  

刘杰  王媛  刘宁 《岩土力学》2002,23(2):152-161

系统介绍了目前国内外岩土工程渗流参数反问题研究的现状和进展，对参数辨识不适定性等问题做了讨论，并结合计算实践着重对几种典型求解方法的优缺点进行了比较和评述。对今后岩土工程渗流反问题研究提出了初浅的看法。  相似文献   

地下爆炸成腔注浆支护的小型实验研究     

冯长根  韩宝成  王丽琼 《岩土力学》2002,23(5):551-554

针对爆扩成腔稳定性差、渗水率高及遇水坍塌等问题，采用注浆抽浆法对爆炸空腔进行了支护，并进行防渗小型实验研究。确定了注浆临界水灰比为0.8:1，分别对重力注浆、压力注浆以及压力注浆加防水剂和无支护的4个空腔进行了支护对比实验。实验表明：重力注浆不足以达到要求，压力注浆是一种解决支护和防渗较为可行的方法，加入防水剂后效果更好。  相似文献   

云南蒙自五里冲水库岩溶及其工程处理   总被引：5，自引：3，他引：5  

康彦仁  张邦仞 《中国岩溶》2002,21(2):120-130

五里冲水库个旧组（T2^cg)灰岩，岩溶极其发育，其中尤以洼地深、峰丛高、溶洞多又大，地下河管道单一较长、岩溶总体发育历史悠久为特点，以更新世以来岩溶最为发育，现今地下河管道主要形成于晚更新世至今。因区域地壳持续抬升，岩溶没有成层发育的规律，但自上向下递减现象明显。工程上五里冲水库是以帷幕高压灌浆技术为主辅以其它多种方法处理溶洞及封堵地下河，利用天然盲谷成库的一座无大坝中型水库。帷幕高压灌浆技术先、便捷、可靠。水库蓄水己达设计水位，发挥了效益。一年可向蒙自县供水8161万m^3，可增加灌溉面积10万亩，改善灌溉2.3万亩，向城市及工业供水1210万m^3，使蒙自水利化程度由37%提高到70%以上。  相似文献   

水--煤层气两相流体在煤层中的渗流规律   总被引：1，自引：1，他引：1  

张永利  邰英楼  王来贵 《地质灾害与环境保护》2001,12(4):63-66

采用煤体承受有效应力、水-气混合流动及固一流相互作用的基本原理，建立了煤层气开采过程中水-煤层气两相流渗的基本方程，通过自行设计的实验装置，测定了煤层中水-煤层气共同流动时的两相流体的流量，渗透率及随水的饱和度变化关系，并据此模拟出了反映水-煤层气渗透基本规律，从而为煤层气开采提供了理论基础。  相似文献   

既有建筑地基基础加固劈裂注浆法在青纸汽运办公楼的应用     

王高旺 《福建地质》2001,20(4):196-200

青纸汽运办公由于部分基础座落在松散的杂填土层上，产生不均匀沉降破坏，通过劈裂注浆加固，建筑物停止沉降，地基土承载力标准值提高了4倍，效果显著。加固劈裂注浆法是治理既有建筑地基基础沉降灾害的有效方法之一。  相似文献   

A research on grey numerical imitation and modeling of groundwater seepage system     

WU Qiang  DONG Donglin  WU Xiong  Ll Shuwen  Wang Yinao 《中国科学D辑(英文版)》2001,44(11):1043-1056

Based on grey set, grey numbers and their operation properties, the grey numerical model of groundwater seepage system was set up for the first time, the whole grey solving method of the model was given and it was proved that the common solving method of the model was only a special case of the grey solving methods. At the same time, the grey solving method was compared widely with common solving method, classical numerical method. The study shows that the grey solving method is better in depicting the procedure of transporting grey data of groundwater system. On the basis of the theoretical study, two basic kinds of cases about groundwater seepage were selected: the prediction of pit yield and the evaluation of groundwater resources on a groundwater basin. In the cases, systematical analyses were made for generalization and greylization of the hydrogeologic conditions, setting up of the grey model, identification and correction of the model as well as its prediction and evaluation. It was pointed out that when the grey numerical model is used to predict pit yield, the upper limit of the “grey band” of groundwater level cannot be higher than planed safe groundwater level, when evaluating the groundwater resource, the lower limit of the “grey band” of groundwater level cannot be lower than controlled level of groundwater.  相似文献