Paleocollapse structure as a passageway for groundwater flow and contaminant transport   总被引：1，自引：0，他引：1  

Wan Fang Zhou 《Environmental Geology》1997,32(4):251-257

 Paleocollapse structure is a rock collapse, resulting from the failure in the geological history of the bedrock overlying karstified limestone. Depending on the present hydrogeological conditions within the area of paleocollapse and the internal properties of these structures, they can provide a means to facilitate groundwater flow and contaminant transport. Inactive paleocollapse structures can be reactivated by human activities such as dam construction, mining underground minerals, pumping groundwater, and development of landfills. They can also be reactivated by natural events such as earthquakes and neotectonic movements. In the mines of northern China, sudden inflow of karst water from Ordovician limestone into drifts and mining stopes through paleocollapse structures has caused significant economic loss. Water pumping tests and accompanied dye traces are effective approaches of locating water-conducting paleocollapse structures. Grouting is probably the best means of preventing them from becoming geohazards. Received: 26 November 1996 · Accepted: 17 June 1997  相似文献   

Environmental and legal aspects of karst areas   总被引：3，自引：0，他引：3  

P. E. LaMoreaux  W. J. Powell  H. E. LeGrand 《Environmental Geology》1997,29(1-2):23-36

 Environmental impacts on karst settings are common as they are more sensitive than those of other rock terrains. Regulatory procedures that are effective in other rock terrains are not necessarily applicable to karst settings. Development and exploitation by man that affect the karst hydrology regime can trigger catastrophic events and result in numerous legal actions where the effects of changes go beyond property boundaries. A great variety of regulations and examples of litigation exist for karst areas. Received: 25 October 1994 · Accepted: 17 October 1995  相似文献   

华蓥山隧道岩溶发育强度垂直分带     

熊道锟  傅荣华 《岩土工程技术》2005,19(4):186-190

论述了华蓥山隧道的岩溶发育特征,根据岩溶发育强度的划分依据和划分标准,结合岩溶发育的历史,采用类比判别法、主因素判别法和综合判别法对岩溶发育强度作了垂直分带,据此预测的溶洞规模与实际情况吻合。  相似文献   

Morphometry and distribution of isolated caves as a guide for phreatic and confined paleohydrological conditions   总被引：1，自引：0，他引：1  

Amos Frumkin  Itay Fischhendler 《Geomorphology》2005,67(3-4):457-471

Isolated caves are a special cave type common in most karst terrains, formed by prolonged slow water flow where aggressivity is locally boosted. The morphometry and distribution of isolated caves are used here to reconstruct the paleohydrology of a karstic mountain range. Within a homogenous karstic rock sequence, two main types of isolated caves are distinguished, and each is associated with a special hydrogeologic setting: maze caves form by rising water in the confined zone of the aquifer, under the Mt. Scopus Group (Israel) confinement, while chamber caves are formed in phreatic conditions, apparently by lateral flow mixing with a vadose input from above.  相似文献   

Land subsidence and caprock dolines caused by subsurface gypsum dissolution and the effect of subsidence on the fluvial system in the Upper Tigris Basin (between Bismil–Batman, Turkey)     

Uur Doan 《Geomorphology》2005,71(3-4):389-401

Karstification-based land subsidence was found in the Upper Tigris Basin with dimensions not seen anywhere else in Turkey. The area of land subsidence, where there are secondary and tertiary subsidence developments, reaches 140 km². Subsidence depth ranges between 40 and 70 m. The subsidence was formed as a result of subsurface gypsum dissolution in Lower Miocene formation. Although there are limestones together with gypsum and Eocene limestone below them in the area, a subsidence with such a large area is indicative of karstification in the gypsum. The stratigraphical cross-sections taken from the wells and the water analyses also verify this fact. The Lower Miocene gypsum, which shows confined aquifer features, was completely dissolved by the aggressive waters injected from the top and discharged through by Zellek Fault. This resulted in the development of subsidence and formation of caprock dolines on loosely textured Upper Miocene–Pliocene cover formations. The Tigris River runs through the subsidence area between Batman and Bismil. There are four terrace levels as T1 (40 m), T2 (30 m), T3 (10 m) and T4 (4–5 m) in the Tigris River valley. It was also found that there were some movements of the levels of the terraces in the valley by subsidence. The subsidence developed gradually throughout the Quaternary; however no terrace was formed purely because of subsidence.  相似文献   

From the geological to the numerical model in the analysis of gravity-induced slope deformations: An example from the Central Apennines (Italy)     

A. Maffei  S. Martino  A. Prestininzi 《Engineering Geology》2005,78(3-4):215-236

This paper presents the findings from a study on gravity-induced slope deformations along the northern slope of Mt. Nuria (Rieti-Italy). The slope extends from the village of Pendenza to the San Vittorino plain and hosts the Peschiera River springs, i.e. the most important springs of the Central Apennines (average discharge: about 18 m³/s).

Detailed geological-geomorphological and geomechanical surveys, supported by a site stress-strain monitoring system and laboratory tests, led us to define the main evolutionary features of the studied phenomena. Based on the collected data, a “geological-evolutionary model” was developed with a view to identifying a spatio-temporal correlation between relief forms, jointing of the rock mass and its stress conditions. The geological-evolutionary model was expected to improve numerical simulations and to test our assumptions.

The numerical model also allowed us to simulate changes in the stress-strain conditions of the rock mass and correlate them with jointing, seepage, as well as with site-detected and site-monitored forms and deformations. In particular, significant relations between seepage, tensile stresses within the rock mass, karst solution and collapse of cavities were identified.  相似文献   

Detection and 2d modelling of cavities using pole–dipole array     

Fernando A. Monteiro Santos  António R. Andrade Afonso 《Environmental Geology》2005,48(1):108-116

The resistivity method is often used in cave prospecting. In this paper the pole–dipole array ability to detect cavities at different depths and with different water contents is investigated. The research was performed using analogical and numerical modelling. According to the results, empty caves at a depth less than four times its diameter can be easily detected. The ability of the pole–dipole array to detect water-filled caves reaches a minimum at filling percentages of 30–50%. Overburden effects research shows that low resistivity overburden reduces the resolution capability of the array. This study shows that equivalent results can be obtained by modelling the empty caves as infinite resistivity bodies or, alternatively, as very high resistivity ones. The analysis of field data acquired in the Maciço Calcário Estremenho (Portugal) shows the practical importance of the pole–dipole array in cavities prospecting.  相似文献   

Karst database development in Minnesota: design and data assembly   总被引：1，自引：0，他引：1  

Y. Gao  E. C. Alexander Jr  R. G. Tipping 《Environmental Geology》2005,47(8):1072-1082

The Karst Feature Database (KFD) of Minnesota is a relational GIS-based Database Management System (DBMS). Previous karst feature datasets used inconsistent attributes to describe karst features in different areas of Minnesota. Existing metadata were modified and standardized to represent a comprehensive metadata for all the karst features in Minnesota. Microsoft Access 2000 and ArcView 3.2 were used to develop this working database. Existing county and sub-county karst feature datasets have been assembled into the KFD, which is capable of visualizing and analyzing the entire data set. By November 17 2002, 11,682 karst features were stored in the KFD of Minnesota. Data tables are stored in a Microsoft Access 2000 DBMS and linked to corresponding ArcView applications. The current KFD of Minnesota has been moved from a Windows NT server to a Windows 2000 Citrix server accessible to researchers and planners through networked interfaces.  相似文献   

Variation in nitrate and calcium as indicators of recharge pathways in Nolte Spring, PA   总被引：1，自引：0，他引：1  

L. Toran  W. B. White 《Environmental Geology》2005,48(7):854-860

This study documents variations in calcium and nitrate concentrations that suggest changes in recharge pathways in a karst spring. The nitrate concentrations increased at the end of the growing season, showing the importance of the soil zone in the recharge pathway. The increase occurred over just a few days, which may be indicative of a change in contribution of baseflow in different seasons from deep to shallow groundwater. The calcium concentrations decreased several days after storm events. A change in the carbonate equilibrium is hypothesized because chloride was not diluted during these events. The decrease in calcium could be due to outgassing and calcite precipitation in the recharge area when older, higher ionic strength matrix water mixes with stormwater in open conduits. The use of geochemical indicators to better understand recharge pathways benefited from long-term monitoring and periods of daily sampling.  相似文献   

乌江渡水电站岩溶地区高压灌浆施工特殊情况的处理          下载免费PDF全文

马新  陈宝义  刘三虎 《探矿工程》2005,32(1):13-15,17

乌江渡水电站扩机地下厂房防渗帷幕工程身处岩溶发育地区，工程地质条件复杂，地质构造以层间错动断层为主，并有部分陡倾角断层发育,岩层受构造挤压强烈，断层、节理、破碎带发育；水平岩溶、垂直岩溶发育。以此工程为例介绍了高压灌浆施工工艺，阐述了岩溶地区高压灌浆过程中出现的特殊问题并提出了处理措施。  相似文献