An analytical study on three‐dimensional versus two‐dimensional water table‐induced flow patterns in a Tóthian basin          下载免费PDF全文

Jun‐Zhi Wang  Xiao‐Wei Jiang  Zhi‐Yuan Zhang  Li Wan  Xu‐Sheng Wang  Hailong Li 《水文研究》2017,31(22):4006-4018

Although it has been increasingly acknowledged that groundwater flow pattern is complicated in the three‐dimensional (3‐D) domain, two‐dimensional (2‐D) water table‐induced flow models are still widely used to delineate basin‐scale groundwater circulation. However, the validity of 2‐D cross‐sectional flow field induced by water table has been seldom examined. Here, we derive the analytical solution of 3‐D water table‐induced hydraulic head in a Tóthian basin and then examine the validity of 2‐D cross‐sectional models by comparing the flow fields of selected cross sections calculated by the 2‐D cross‐sectional model with those by the 3‐D model, which represents the “true” cases. For cross sections in the recharge or discharge area of the 3‐D basin, even if head difference is not significant, the 2‐D cross‐sectional models result in flow patterns absolutely different from the true ones. For the cross section following the principal direction of groundwater flow, although 2‐D cross‐sectional models would overestimate the penetrating depth of local flow systems and underestimate the recharge/discharge flux, the flow pattern from the cross‐sectional model is similar to the true one and could be close enough to the true one by adjusting the decay exponent and anisotropy ratio of permeability. Consequently, to determine whether a 2‐D cross‐sectional model is applicable, a comparison of hydraulic head difference between 2‐D and 3‐D solutions is not enough. Instead, the similarity of flow pattern should be considered to determine whether a cross‐sectional model is applicable. This study improves understanding of groundwater flow induced by more natural water table undulations in the 3‐D domain and the limitations of 2‐D models accounting for cross‐sectional water table undulation only.  相似文献   

Structural geometry and controls on basement‐involved deformation in the northern Flinders Ranges,Adelaide Fold Belt,South Australia     

E. Paul  T. Flöttmann  M. Sandiford 《Australian Journal of Earth Sciences》2013,60(3):343-354

In the northern Flinders Ranges, Neoproterozoic and Cambrian sedimentary rocks were deformed and variably metamorphosed during the ca 500 Ma Cambro‐Ordovician Delamerian Orogeny. Balanced and restored structural sections across the northern Flinders Ranges show shortening of about 10–20%. Despite the presence of suitable evaporitic detachment horizons at the basement‐cover interface, the structural style is best interpreted to be thick‐skinned involving basement with only a minor proportion of the overall shortening accommodated along stratigraphically controlled detachments. Much of the contractional deformation was localised by the inversion of former extensional faults such as the Norwest and Paralana Faults, which both controlled the deposition of Neoproterozoic cover successions. As such, both faults represent major, long‐lived structures which effectively define the present boundaries of the northern Flinders Ranges with the Gawler Craton to the west and the Curnamona Craton to the east. The most intense deformation, which resulted in exhumation of the basement along the Paralana Fault to form the Mt Painter and Babbage Inliers, coincides with extremely high heat flows related to extraordinarily high heat‐production rates in the basement rocks. High heat flow in the northern Flinders Ranges suggests that the structural style not only reflects the pre‐Delamerian basin architecture but is also a consequence of the reactivation of thermally perturbed, weakened basement.  相似文献   

Review and enhancement of 3D concrete models for large‐scale numerical simulations of concrete structures     

B. Valentini  G. Hofstetter 《国际地质力学数值与分析法杂志》2013,37(3):221-246

The present paper focuses on selected plasticity and damage‐plasticity models for describing the 3D material behavior of concrete. In particular, a plasticity model and a damage‐plasticity model are reviewed and evaluated. Based on the results of the evaluation, enhancements are proposed, aiming at improving the correspondence between predicted and observed material behavior and aiming at implementing a robust and efficient stress update algorithm in a finite element program for performing large‐scale 3D numerical simulations of concrete structures. The capabilities of the concrete models are demonstrated by 3D numerical simulations of benchmark tests with combined bending and torsional loading and combined compression and shear loading and by a large‐scale 3D finite element analysis of a model test of a concrete arch dam. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

变形监测技术在基坑施工中的应用     

邸彦彬  张涛 《测绘与空间地理信息》2016,(3)

深基坑工程是地下工程施工中内容比较丰富且富有变化的领域。为了确保基坑工程施工安全顺利进行,在复杂的地质条件下进行变形监测,及时发现和预报异常现象。对有效控制基坑变形、指导施工、保证施工质量具有重要意义。  相似文献   

浅析运营期间电力隧道自动化监测技术     

罗静  卢凌燕  任卫波  许业霞 《测绘与空间地理信息》2016,(8):204-206

针对城市电力隧道结构、走向多变、电缆设施多、电磁干扰大等因素,常规的监测方法难以顺利完成的现状,对目前先进的3种隧道结构自动化监测系统进行深入的研究比较,光纤传感自动技术解决了电力隧道结构监测点布设困难,数据受电磁干扰大的问题,能实时有效、可靠、高精度地监控电力隧道,及时掌握隧道的应力、应变及振动等主要结构参数,确保隧道结构安全。研究对类似的城市电力隧道自动化监测具有一定的参考意义。  相似文献   

1∶10000图库一体化数据的质量控制     

常线 《测绘与空间地理信息》2016,(6):190-192

根据1∶10 000图库一体化数据成果,对图库一体化数据生产过程中各个环节的质量控制进行探讨,提出了一体化数据的质量控制方法。  相似文献   

浅谈国家1∶50000地形图更新制图方法及技巧     

郭健  李丽娜  吴琼 《测绘与空间地理信息》2016,(6)

为保持国家1∶50 000地形数据库的现势性,实现地形图制图数据库重点要素和全要素的快速更新,满足地形图快速输出与应急服务的需要,为国民经济建设与社会发展提供可靠的测绘保障。本文主要介绍利用1∶50 000动态更新数据库成果,分析工作要点及解决制图作业、检查难点。  相似文献   

基于时序NDVI的昭觉植被覆盖度变化研究   总被引：1，自引：0，他引：1  

陈江玲  徐京华  李国明  王渊博  武文娟 《测绘与空间地理信息》2016,(11)

归一化植被指数(NDVI)能精确地反映植被绿度、光合作用强度,在一定程度上反映着植被的演化信息,是评价生态环境状况的重要指标之一。本文利用Landsat TM数据分别对昭觉地区2009年和2014年的NDVI进行计算,并分别利用均值法、像元二分模型及NDVI差值植被指数对研究区域植被覆盖变化进行定量分析,结果表明:昭觉县NDVI均值上升了11.6%,植被覆盖度中极度改善的面积比例约占38%,昭觉县整体NDVI植被覆盖度显著提高,并对其变化原因进行简要分析,为生态环境建设提供决策依据。  相似文献   

某双向混凝土立交桥顶推法施工控制测量     

马勇  李仲勤  梅泽 《测绘与空间地理信息》2016,(11):213-215

文中所选立交桥为双向三车道桥梁,单幅为3跨105 m的箱型连续梁,重量3 400 t,横跨铁路线。对于跨铁路的桥梁建设,顶推法施工可最大限度地减少对交通的影响。桥梁重量大,所须牵引力约280 t,施工过程中对桥墩及其他建筑物产生的变形较大,施工前模拟施工状态,设计控制测量监控的基本方案,利用控制测量方法,对施工状态实时监测,预测变形及偏位、纠偏,使施工状态最大限度地接近理想状态。顶推到位后,轴向偏位满足1 cm的限差,桥墩变形基本满足施工规范的要求,最终顺利完成顶推过程。  相似文献   

高校风景园林专业GIS应用需求及教学体系设计研究     

付晖  付广  李婉萍 《测绘与空间地理信息》2016,(12):19-21

当前,风景园林设计行业已成为GIS技术重要的应用领域。笔者通过分析高校风景园林专业GIS的应用需求,依据风景园林专业学生的特点,从教材的选择、授课时间、课程设置内容和考核方式4个方面,探讨有效的风景园林专业GIS课程教学方法。  相似文献