大同市区地下水开采与地裂缝形成的关系     

昝雅玲 《中国煤田地质》2006,18(6):26-29

大同市地下水开采的有关资料表明,自1981年以来大同市地下水开始超采,致使大同市地下水各降落漏斗已逐渐靠拢或合并,已经形成了一占据大同大半市区的降落漏斗。通过对大同市各地下水取水点超采量的变化、地面沉降的发生时间与相应位置、地裂缝产生的规律、地质构造的区域背景资料的详细对比与分析,说明了地下水严重超采是导致大同市地面沉降与地裂缝产生的直接诱因。  相似文献   

浅议电法找水中的一个误区   总被引：1，自引：0，他引：1  

魏荣科 《中国煤田地质》2006,18(5):56-57

在河北GY北部山前地带及河北TX西北部山区等环境条件下,采用电法找水,不应过分依赖于低阻岩带或灰岩溶隙选定井位,特别是电测深H型曲线,如低阻出现深度较浅,且未出现低阻平直段,曲线尾部又近于45°渐近线,则可能是浅层的亚粘土、砂质粘土形成的,不具备成井条件;而A型曲线如在深部(200～350m)出现高阻平直段,则可推测为基岩深部的脉状裂隙水反映。实践证明采用这种方法确定钻井点位是可行的,对于在我国北方寒武、奥陶系地层中寻找地下水资源,具有一定的参考价值。  相似文献   

地面塌陷及地裂缝的成因及防治——葫芦岛市南票区及连山区矿产开采引起的地质灾害     

谢立民  王长青  王文武  周文东 《化工矿产地质》2007,29(2):101-106

由于大规模地开发矿产资源及频繁的经济活动,使葫芦岛市南票、连山两区成为地质灾害的多发区。引起的地质灾害分布范围广,危害程度大,已造成巨大的经济损失和大量人员伤亡,严重地制约着地方经济和社会的可持续发展,危害着人民群众生命财产安全。通过对相关矿山采空区地面塌陷、地裂缝进行调查研究。对该市地质灾害的分布特征、地质灾害的成因机理有了比较系统的认识。由此进一步提出了该市两区地质灾害的防治对策,力求有效地预防和减少地质灾害的发生.  相似文献   

罗布泊罗中地区地层浅表裂隙成因及对罗中工程建设的影响分析   总被引：1，自引：0，他引：1       下载免费PDF全文

李浩  颜辉 《地质学报》2007,81(12):1723-1726,I0012

国投新疆罗布泊钾盐有限责任公司在罗布泊罗中地区先后进行了20万t钾肥项目采输卤工程、盐田、试验加工厂及120万t钾肥项目盐田等工程建设,在建设过程中发现大量的地层浅表裂缝(简称浅表裂隙),其平面上分布具区域性,走向上具一定方向性,垂直方向延深依地质条件不同而不同,且具有裂缝壁面平直,倾角陡等特性。对工程建设具有一定的危害性。本文就罗中地区地层浅表裂隙的形态特征、空间分布规律、水文地质和工程地质特性及浅表裂隙的形成机理进行描述和分析,并针对其在工程建设中的危害性影响提出对策。  相似文献   

鱼田堡煤矿水文地质特征及深部突水模式分析   总被引：5，自引：1，他引：5  

程军  姚光华 《中国煤田地质》2007,19(5):31-34

通过对鱼田堡煤矿各生产水平、开采区域、开采煤层涌水观测资料,以及水质化验、连通试验等资料的分析与研究,查明了该矿深部煤层开采的突水水源及突水通道——浅部与采空区融为一体的“地下水库”及深部K3（4#煤层）开采时在煤层顶板以上发育的采动离层裂隙带,为防治矿井深部突水提供了较为切合实际的水文地质依据。  相似文献   

同忻井田采空区积水贮存分布特征及突水预测   总被引：1，自引：0，他引：1  

狄效斌 《水文地质工程地质》2007,34(3):24-27

本文依据井田范围内采空积水调查资料,探讨了采空积水的贮存分布规律,并采用冒落带及导水裂隙带最大高度的计算方法,预测了未来开采下伏可采煤层造成的漏水灾害区。  相似文献   

汾渭盆地地裂缝成因研究中的若干关键问题   总被引：8，自引：0，他引：8  

彭建兵  范文  李喜安  王庆良  冯希杰  张骏  李新生  卢全中  黄强兵  马润勇  卢玉东 《工程地质学报》2007,15(4):433-440

汾渭盆地是我国地裂缝发育最强烈的地区,地裂缝类型多样,成因复杂。本文概述了汾渭盆地地裂缝的分布规律,分析了目前汾渭盆地地裂缝成因研究中存在的主要问题,重点围绕构造型地裂缝的成因问题,提出如下研究思路:通过多学科联合手段,重点研究汾渭盆地地裂缝灾害的分布规律及其与活动构造的分布关系与成生联系,建立构造地裂缝的地质结构模型;将现代物理数值模拟技术与高精度观测技术相结合,分析研究构造活动启动地裂缝灾害的力学机理以及构造作用与抽水作用耦合致裂机理;以GPS观测资料为约束,将汾渭盆地地裂缝的成生与青藏、华北大陆变形的动力学过程联系起来,研究该区地裂缝与现今中国大陆动力学的内在联系,揭示大陆驱动力产生地质灾害的动力学机制与模式。  相似文献   

Surface properties of stabilizing coastal dunes: combining spectral and field analyses     

NOAM LEVIN  GIORA J. KIDRON†  EYAL BEN-DOR 《Sedimentology》2007,54(4):771-788

The coastal dunes of Israel have been undergoing a process of stabilization since 1948. One of the major features of this process is a change in the surface properties of the dunes – the development of a biological soil crust (BSC), and a change in the properties of the sand grains themselves. In Ashdod, at the southern coastal plain of Israel, sand properties that include the BSC, their fines (silt and clay) content and free iron-oxide (indicating their degree of rubification) have been analysed in detail using field and lab spectroscopy methods. In addition, sand erosion and deposition were measured using erosion pins to determine their effect on the presence of the above-mentioned factors. It was found that the BSC over these dunes is comprised of green algae that differs in its reflectance spectra from cyanobacterial crust, especially in the blue band. The crust was found to be particularly developed in the stable areas (mainly the interdunes) and on the north-facing slopes rather than on the south-facing slopes. A positive correlation was found between the crust fines and chlorophyll content, with stable areas showing more developed BSC. The stable areas showed also a lower albedo and slightly more developed reddish colour, indicating a slightly higher rate of rubification. This study demonstrates that the intensity of sand erosion/deposition rates affects soil properties, with the BSC being the fastest to react to the stabilization process (months to several years), followed by the content of fine particles (several years to a decade), whereas the rubification process is a much weaker marker and may need much longer time periods to develop (decades to centuries).  相似文献   

Spatio-temporal characteristics of small-scale wave–current ripples on the Ameland ebb-tidal delta     

Laura Brakenhoff  Maarten Kleinhans  Gerben Ruessink  Maarten van der Vegt 《地球表面变化过程与地形》2020,45(5):1248-1261

Ebb-tidal deltas are highly dynamic environments affected by both waves and currents that approach the coast under various angles. Among other bedforms of various scales, these hydrodynamics create small-scale bedforms (ripples), which increase the bed roughness and will therefore affect hydrodynamics and sediment transport. In morphodynamic models, sediment transport predictions depend on the roughness height, but the accuracy of these predictors has not been tested for field conditions with strongly mixed (wave–current dominated) forcing. In this study, small-scale bedforms were observed in the field with a 3D Profiling Sonar at five locations on the Ameland ebb-tidal delta, the Netherlands. Hydrodynamic conditions ranged from wave dominated to current dominated, but were mixed most of the time. Small-scale ripples were found on all studied parts of the delta, superimposed on megaripples. Even though a large range of hydrodynamic conditions was encountered, the spatio-temporal variations in small-scale ripple dimensions were relatively small (height 0.015 m, length 0.11 m). Also, the ripples were always highly three-dimensional. These small dimensions are probably caused by the fact that the bed consists of relatively fine sediment. Five bedform height predictors were tested, but they all overestimated the ripple heights, partly because they were not created for small grain sizes. Furthermore, the predictors all have a strong dependence on wave- and current-related velocities, whereas the ripple heights measured here were only related to the near-bed orbital velocity. Therefore, ripple heights and lengths in wave–current-dominated, fine-grained coastal areas ( mm) may be best estimated by constant values rather than values dependent on the hydrodynamics. In the case of the Ameland ebb-tidal delta, these values were found to be m and m. ©2019 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.  相似文献   

平面裂隙参数计算及其对浆液流动的影响分析   总被引：2，自引：0，他引：2  

张良辉  张清北 《岩土力学》1998,19(1):7-12

利用从层流到紊流的多阶段稳定压水试验的压力－流量曲线反算裂隙张开度、粗糙度及地下水影响半径等裂隙参数。建立了平面裂隙中浆液流动的力学模型,并分析了对浆液流动的影响因素。  相似文献