• Included in CSCD
  • Chinese Core Journals
  • Included in WJCI Report
  • Included in Scopus, CA, DOAJ, EBSCO, JST
  • The Key Magazine of China Technology

2015 Vol. 34, No. 5

Display Method:
A quantitative approach to distinct baseflow and quickflow based on the spring hydrograph analysis
KE Ting-ting, SHU Long-cang
2015, 34(5) doi: 10.11932/karst20150506
Abstract:
The spring hydrograph is composed of the cumulative rainfall, baseflow, and quick flow based on the characteristic of the karstic aquifer. A linear convolution integral model is applied to distinguish the quick flow and slow flow component of a karst spring hydrograph. Different from the traditional unit hydrograph methods, the two parallel reservoirs are used to derive the unit response functions for quick and slow components of spring hydrograph. The method also provides an estimation of the parptitioning coefficient assigned to the reservoirs. The work is demonstrated by a case application to the Houzhai underground river in southwestern of China. The result shows that the proportion of conduit flow is smaller from the upstream to the downstream. However, this approach is not established in the large basin or the long- term forecast of the spring discharge.
Study on limestone horizontal corrosive grooves in karst depressions
LI Yu-hui, DING Zhi-qiang, QIN Na, YU Xiao-ya, CHEN Xing-bo, ZHOU Tian-xiu, LIU Cheng-jing, HE Neng
2015, 34(5): 421-430. doi: 10.11932/karst20150501
Abstract:
This study simulates the corrosive effects of water on the development of horizontal karst grooves with analogous cases to the karst depressions in Yunnan Shilin area, China, by using testing pillars made of calcium oxide powder(CaO) and halite (NaCl), respectively. Experimental results show that semi-circular bottleneck-shaped horizontal grooves, annular bottleneck horizontal grooves, inclined grooves, and dual-layered horizontal grooves formed, respectively, under the environments of moving water of lake, canal , stagnant water lake and karst wetland. No grooves developed in the soil layer along the lakeshore high concave slopes. Moreover, the growth rate of horizontal solution grooves in halite pillar (i.e. 1.2~4.56 cm/h) was much higher than that of calcium powder one (as 0.0004~0.0089 cm/h). Meanwhile, in the pillars of same materials, the solution groove growth rate in flowing water was 3~22 times as much as that in stagnant water; and the rate in water was two times as much as that in soil with normal moisture content. There are diverse types and extremely large quantity of solution grooves developed in the karst depressions and karst lakes & wetlands in the Shilin area. Among them, the horizontal grooves, with the shapes of semicircular bottleneck, annular bottleneck and annular half curved face, respectively reflect the fluctuated water environments as lakeshore and central areas of lake & wetland, where the measured average depth of the solution grooves is 63.95±33.40 cm with significant differences with sites and altitudes. The average corrosive rate of solution grooves can usually be presented by the difference value of the integrated corrosive rate of carbonate rocks (i.e., 135 mm·ka-1, or 1.5 times of the chemical dissolution rate of the carbonate rocks) and the air-rock interface’s corrosive rate (i.e. 5.2 mm·ka-1), from which the growth time length of the horizontal groove can be sorted out. As a result, the mean growth time length of the limestone horizontal grooves in the Shilin karst depression area is about 4.92±2.573 ka. Accordingly, it can be speculated that the horizontal grooves were initially produced around five thousand years ago at the rock bottom in the karst depressions; at that beginning stage, the areal density of the karst lakes & wetlands was 16% in this area which belonged to karst lake/wetland plateau landform with a year-round humid and high rainfall climate. However, at present, the density has been reduced to only 0.5% due to the dramatic change in the areal size of lakes & wetlands, which also implies the heavy impact of climate change and intensive human activities on the karst environment.
Hydrogeological significance of the Jiulongshan-Xiangyu syncline at Yuquanshan sping
TANG Chun-lei, LIANG Yong-ping, HAN Kai, JI Yi-qun, WANG Wei-tai, ZHAO Chun-hong, SHEN Hao-yong
2015, 34(5): 431-437. doi: 10.11932/karst20150502
Abstract:
Karst water of the Yuquanshan is one of the main sources of water supply for the city of Beijing. It is commonly accepted that the the Yuquanshan spring was orinigated from the Lujiatan, Hebei Township and Junzhuang areas. The karst water (including the leakage of the Yongding river) of the Junzhuang area crosses the Jiulongshan-Xiangyu syncline before it reaches the Yuquanshan spring. Boreholes drilled in this syncline reveal that the maximum depth of the top of the Ordovician carbonate rock is 1,669 m. In respect of how the karst water of the Junzhuang area traversing the Jiulongshan-Xiangyu syncline and recharging Yuquanshan spring, there are two different points of view. One is the karst aquifer that conducts groundwater at depth, and the other is that the karst water is transmitted by the Junzhuang (Yongding river) fault. Based on analyses of the geological structure, groundwater flow field, the mechanism of karst development and water quality composition, on the one hand, we question the point that the karst water of the Junzhuang area runs through karst aquifers in deep syncline and arrives the Yuquanshan spring. On the other hand, we suggest that there is another possible flow path that firstly the karst water of the Junzhuang area flows through the unconsolidated layers overlying the Yongding river across the synclinal axis. Then in the south via the fault zone the water reenters karst aquifer across the uplift structure in the vicinity of the Hongmiaoling-Badachu anticline axis, which ultimately forms the source of the Yuquanshan spring.
Hydrogeochemical analysis of Wujiaying karst ground-water system boundaries,Kunming
YU Lei-lei, QI Ji-hong, XU Mo
2015, 34(5): 438-444. doi: 10.11932/karst20150503
Abstract:
In Southwest China, the hydaulic boundaries of the karst groundwater system are very complex, partly because the water-resisting property of the constant-head (Type Boundary) is unstable. In this paper, Wujiaying karst groundwater system in Kunming is studied. Three methods have been used to study the hydrogeochemistry and hydrogeological boundaries, i.e.dynamic groundwater chemical analysis, mathematical statistics and hydrogeochemical modeling.The results confirm that the groundwater flow in this area is more active and may link to other groundwater system in wet season. Due to the high hydraulic head difference, groundwater in the karst valley area can be driven to pass through the karst aquifer under the confining bed and recharge the Wujiaying karst groundwater system via leakage. While in dry season, this type of hydraulic connection is not common. It is concluded that the water-resisting property of this type of boundary could have dynamic response to the change of the hydraulic condition in the karst groundwater system. This research has significant value in the context of local groundwater resource evaluation and sustainable development.
The hydrogen and oxygen stable isotope analysis of the karst spring in Heilongtan
HUANG Hua-cheng, LIU Hong
2015, 34(5): 445-451. doi: 10.11932/karst20150504
Abstract:
Heilongtan area is located at foothill of Wulao Mountains in the northern suburb of Kunming City, emerges along east branch of Heilongtan Fault. There are three karst springs distributed in this area, i.e. Qingshuitan, Hunshuitan and Xiaoshuitan.In this paper, hydrogen and oxygen stable isotope method is used to analyze the samples of precipitation water and spring water periodically to investigate the origin of the springs and the characteristics of the aquifer in the area.The following conclusions have been made: 1) the isotope analysis of precipitation water and spring water shows that the spring is originated from precipitation, especially in summer; 2)Gaussian mixture model shows that the recharge of Qingshuitan is not only from the Yemao mountain, but also from runoff infiltration which is not minor in quantity.Recharge types are different in wet season and dry season for the Hunshuitan karst system. The Xiaoshuitan karst system receives recharge mainly from the northern Permian limestone aquifer, and sparingly from the fissure water from the northeastern basalt mountain.
Preliminary research on dissolution of carbonate rocks and major element release under the conditions of stagnant water and dripping water
LONG Si, CHEN Zhong-ji, ZHOU Yun-chao, ZHANG Chun-lai
2015, 34(5): 452-459. doi: 10.11932/karst20150505
Abstract:
To further understand the dissolution of carbonate rock and the release of the major elements under the different conditions of stagnant and dripping water, three types of carbonate rock samples, i.e. dolomite, calcite dolomite, and limestone, were collected from Guizhou University South Campus in Huaxi district of Guiyang City, Jiangjun hill and Huaxi reservoir, respectively, to conduct the tests of soaking them in stagnant water and splashing them by dripping water. The dissolution of four major elements potassium (as K), phosphorus (as P), calcium (as Ca) and magnesium (as Mg) for each type of rock under each condition were measured. The results showed that: (1) at the same temperature 25 ℃, when soaking for 20 days, the highest dissolved amount on all four elements occurred in dolomite, i.e. K-0.00138μg/cm3, P-0.0006 μg/cm3, Ca-199.75 μg/cm3 and Mg-70 μg/cm3. Also, the dissolution of Ca were the highest in all three types of carbonate rocks, i.e. 199.75 μg/cm3in dolomite, 148.42 μg/cm3in calcite dolomite and 137.88 μg/cm3in limestone, which was far higher than other three elements. (2) When soaking at different temperatures, the dissolution of K increased with temperature in all three types of carbonate rocks. At the temperature between 10 ℃ and 20 ℃, the dissolution rate of K reached to the maximum, while the dissolution of P showed very little response to temperature change. In terms of the constituent contents in the samples,K in dolomite and P in limestone had the lowest value; however, their dissolution was the largest when temperature increases.(3) Under the condition of rock soaking in stagnant water, the dissolution of most elements in dolomite was higher than other two types of carbonate rock. However, under the condition of splashing by dripping water, the dissolution of Mg was higher in dolomite than in calcite dolomite and limestone while the dissolution of all other three elements was higher in limestone. Under the condition of dripping water, with the increase of dripping time, the dissolution of Ca had increased by 2.55 times in one hour, which far exceeded the dissolution of Ca in dolomite.
Reviewed research on the hot springs in Chongqing
ZHANG Yu, YANG Ping-heng, WANG Jian-li, XIE Shi-you, LUO Shun-qing, FAN Xin-qing
2015, 34(5): 468-478. doi: 10.11932/karst20150507
Abstract:
The relevant literatures on hot springs in Chongqing have been reviewed to summarize the current research situation of their geological background, distribution, types and geochemical characteristics and analyze the existing problems arisen from the development and utilization of the hot springs. The numbers of hot springs which have been artificially exposed are more than those that are naturally occurred. The temperature of these hot springs mainly ranges from low to medium. The discharge rates vary in 10~50 L/s with low water chromaticity and turbidity. Affected by the properties of surrounding rock, the water types of hot springs are mainly SO4-Ca. Its genetic mechanism could be summarized as: 1) at the anticline tip of the Daba Mountain and East Sichuan Fold Belt, rainwater infiltrates via the carbonate outcrops to reach the deep ground and gets heated by geotherm; and 2) the heated groundwater then migrates along the axis of the anticline towards the south and emerges as hot spring where the deep valley has been undercut or a fault is present. There have been some issues related to development of hot springs, such as environmental pollution, irrational use of resources, inefficiency of development, and so on. It is proposed that further research may be focused on the formation mechanism, numerical simulation of the geothermal system, evaluation and protection of the hot spring resources, and the dispose of waste water to ensure the sustainable development of hot spring resources.
Progress in the study of paleoclimate reconstruction from speleothem uranium and its isotope
CHEN Qiong, CHEN Lin, HUANG Jia-yi, LIU Shu-hua, YANG Liang, MI Xiao-jian, ZHOU Hou-yun
2015, 34(5): 479-485. doi: 10.11932/karst20150508
Abstract:
Uranium content and its isotope initial 234U/238U[(234U/238U)0]preserved in speleothems have a considerable potential to record the changes of the paleoclimate and paleoenvironment. Here we review the studies on these elements and their climate implications. Most previous work suggested that the uranium concentration and (234U/238U)0 could indicate the changes of the soil humidity and effective precipitation. However, some researchers hold different viewpoints on this subject. Nevertheless, all these researches agree that U concentration and its isotope should be important alternative indexes for reconstructing paleoclimate and paleoenvironment. In the future, in addition to soil environments and processes, the investigations should be focused on relative contribution of different sources of U and the relationship between U and other trace elementals, which may play an important role in the study of atmospheric dust activity, winter monsoon variations, changes of biomass on the surface, and so on in East Asia.
Variation characteristics of stable isotopes in different water bodies in Southwestern China monsoon area——A case study of Beibei District,Chongqing
LIU Meng-jiao, WANG Yong, ZHANG Yao-hua, LI Guo
2015, 34(5): 486-494. doi: 10.11932/karst20150509
Abstract:
The hydrogen and oxygen isotopes of precipitation water in Beibei District of Chongqing and water in Longtanzi reservoir in upper stream Maanxi were investigated during a hydrologic year (2014) ,to explore the relationship of δD and δ18O between precipitation and the reservoir water.It was found that the correlation between δD and δ18O in the precipitation is extremely significant, namely, δD=8.82δ18O+18.97,r=0.99,n=101,P<0.01.The slope and intercept of local meteoric water line are both greater than the global meteoric water line and China meteoric water line. The result suggested that southwest monsoon and southeast monsoon have alternative influence on local precipitation;(2) Both δD Dandδ18O values in rain water exhibited significant seasonal variations, having lower values in summer and higher ones in winter;(3)The δ value and precipitation as well as temperature assumed negative correlation. The precipitation amount effect of the δD and δ18O in the precipitation was very profound, which concealed the temperature effect;(4)The δD and δ18O in reservoir had a great correlation and they fell near the global meteoric water line and local meteoric water line. In addition, the excess deuterium (d) in the reservoir water and in the precipitation showed very similar patterns. The result indicated that the precipitation recharged the reservoir. However, the variety range of the δD and δ18O from reservoir was far less than precipitation. The result suggested that the reservoir was not only recharged by precipitation, but also by soil water and groundwater.
Development features and formation mechanisms of karst collapses in the Tailai basin, Shandong Province
WANG Yan-ling, CHEN Wei-qing, JIANG Xiao-zhen, GUAN Zhen-de
2015, 34(5): 495-506. doi: 10.11932/karst201505y01
Abstract:
The Tailai basin is located in the east of Shandong Province. By the end of 2013, the history records karst collapses up to 161 in number, which occurred at 97 locations. Based on previous studies, the updated survey and monitoring results, this work makes a research on karst styles, characters and formation mechanism of karst collapses of the Tailai basin. The results show that these karst collapses are concentrated in the groundwater drawdown funnels and affected areas. Their distribution is obviously controlled by geological structures. The thickness of Quaternary System above the subsidence areas is generally less than 30 meters, with underlying bedrock of Ordovician limeston. More than 80% of the karst collapses occur in flood seasons. Three geological models of karst collapses are established on the basis of stratum structures and groundwater dynamic conditions at collapse sites: (1) karst collapse in single-layer structure without aquifer; (2) karst collapse in two-layer structure; (3) karst collapse in multiple-layer structure with aquifers. The process of the first karst collapse is “vacuum suction erosion-disintegrating peel-collapse”. The process of the second karst collapse is “seepage deformation-disintegration-collapse” or “vacuum suction erosion-seepage deformation-collapse”. And the process of the last one is “vacuum suction erosion-seepage deformation-disintegration-collapse”. This paper provides scientific basis for risk prediction and geologic hazard control in karst collapse areas.
Formation mechanism and development process of karst collapses in Tanluo town of Nanning City
SHI Shu-jing, ZHANG Qin-jun, KANG Zhi-qiang
2015, 34(5): 507-514. doi: 10.11932/karst201505y02
Abstract:
Karst collapse is a common geohazard in karst areas. Proper study on its formation mechanism may help to prevent and control those incidents. In June 2012, a cluster of karst collapses happened in Tanluo town of Nanning City, with 19 collapse pits occurred in 26 days. In order to understand the formation and development mechanism of Tanluo Karst Collapse Cluster (TKCC), many works including field investigation, geophysical exploration, hydrogeological and engineering geological drilling, dynamic groundwater monitoring, rocks and soil sample tests were carried out. The results indicated that multiple adverse factors that had contributed to the development of the TKCC, of which the specific water-soil-rock interaction and human activities were the major ones. Groundwater is shallow in the study area. The topsoil is cohesive with low permeability and easy to collapse. The underground karst is well developed. However, the TKCC was induced by overexploitation of groundwater. Further investigation shows that the formation and occurrence of the TKCC was contributed by the coupled effect of creep seepage, increased load and water level fluctuation which resulted in hydraulic pressure difference. The collapse patterns are the combination of gravitation-, erosion-, vacuum cavitation-and burst-collapses. Based on the occurrence sequence of the karst collapses, it is inferred that the development process of the TKCC can be divided into three phases and each stage has its different development mechanism. The original soil balance was destroyed by different types of geologic forces so that the karst collapse could happen.
Influence factors and mathematical models of karst collapses
ZHAO Bo-chao, ZHU Bei, WANG Hong-yuan, LAI Bing-lin
2015, 34(5): 515-521. doi: 10.11932/karst201505y04
Abstract:
This paper reviewed the latest researches on mechanisms of karst collapses , and indicated the variety of the mechanisms and complexity of causes. Three basic conditions for karst collapses were presented, and some influential factors were discussed, such as karst development, lowering of groundwater table, groundwater recharge, rock and soil properties, geological structure, and human activities as well. The relevant theories and methods of mathematical simulation of karst collapses and present progress of related physical models were introduced to help evaluate karst collapses properly. It is suggested that further research should be focused on the integrated multi-discipline analysis ,the improvement of quantitative research methods and the function of model experiments. In karst areas, the underground resources exploitation is now increasing. Basic research on the formation mechanisms and prediction technology of karst collapses will help to have a better understanding of the characteristics of karst collapses, which is not only the requirement of regional socio-economic development, but also significant to the promotion of the related academic research.
Research on the content construction of karst cave guide words based on the AHP method
XIANG Xu, YANG Xiao-xia, SHI Ding-fang
2015, 34(5): 522-528. doi: 10.11932/karst20150513
Abstract:
The guide words play an extremely important role in the cave tourism for the karst cave’s scientificity and specialty. Based on the construction of content index system of karst cave guide words, this paper used the AHP method to calculate the weight of each guide words’ index through the questionnaire to tourists and cave experts. As the following conclusions have been drawn from this research:(1) Karst cave guide words should be comprehensive, and consist of five parts: Welcome Speech, Practical Tips, Cave Overview, Scenic Spot Explanation and Sendoff Words;(2) Karst cave guide words should pay more attention to the Practical Tips, and enhance the guidance and education to tourists;(3) Karst cave guide words should take the cave science as the main line and intersperse with related myth, which make the guide words more scientific and interesting.
Review on cave tourism security at home and abroad
MENG Xin-yuan, YANG Xiao-xia, XIANG Xu, SHI Ding-fang
2015, 34(5): 529-537. doi: 10.11932/karst20150514
Abstract:
To perform cave tourism activities successfully, the basic prerequisite and guarantee is safety. By searching previous literatures on CNKI, VIP, Springer link, Elsevier SDOL, EBSCO, SAGE JOURNALS, Wiley, and consulting documents from library, this paper collected 79 useful references which are related to cave tourism security. Through literature review, it was found that previous studies rarely focused on cave tourism security, which was a new academic field in cave tourism research and only began 25 years ago. So far, there is no systematic and theoretical research on cave tourism security. Previous research are mainly concerned with performance, influence factors, countermeasures of cave tourism security, which is superficial and the study scale is mostly too small. As a new branch of cave tourism, the study of cave tourism security should make use of theories and methods from other disciplines, such as speleology, security science, and tourism. To ensure the security of cave environment, tourists and practitioners, comprehensive studies, such as theoretical framework, tourist cave flood control, security cognition, risk assessment, rescue system of cave tourism security are crucially demanded.