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2021 Vol. 40, No. 2

Display Method:
Three-Mechanism Theory (TMT) of karst ground collapse and its application
LUO Xiaojie, LUO Cheng
2021, 40(2): 171-188. doi: 10.11932/karst2021y001
Abstract:
In order to provide theoretical basis for the prediction,monitoring,prevention and emergency response of karst ground collapse,the development law of karst ground collapse is summarized. It is considered that the soil body,karst and inducing factors are the three elements leading to karst ground collapse. Karst provides passage and storage space for the failed soil body. The geotechnical properties of soil determine the ways of soil collapse:"clay block" collapse,sand particle leakage and soft soil loss. According to the mode of soil collapse,the Three-Mechanism Theory of(TMT)of karst ground collapse,which is composed of "soil cave type collapse","hourglass type collapse" and "mud flow type collapse",is put forward here. In cohesive soil and dense sandy soil layers,under the action of the external force,the ground collapse caused by the failure of soil cave roof is called soil cave collapse. The ground collapse caused by the leakage of sand particles in the loose sand layer above the soluble rock is called hourglass collapse. The surface collapse caused by the loss of soft soil above the soluble rock to the soluble rock under the action of external force is called mudflow collapse. The TMT focuses on the way of soil collapse,which not only explains the phenomenon of karst ground collapse,but also answers the question of "how to collapse". The inducing factors are the external influencing factors of ground subsidence,not the constituent elements of collapse mechanism. Inducing factors produce acting force,which changes the movement state of soil particles,making the soil particles from “static” to “moving”,and the soil mass from “stability” to “collapse”. According to the TMT,a comprehensive geological prediction method of karst ground collapse is proposed,and a deterministic prediction model of soil collapse based on three collapse mechanisms is established. The monitoring,prevention and emergency measures of karst ground collapse are systematically summarized,and a complete karst ground collapse ideological system from theory to practice is formed.
Trend of water inrush at depth in the Puyang coal mine, karst basin area, southeastern Yunnan plateau
DUAN Qiaowen, WU Jiming, LENG Jicheng
2021, 40(2): 189-197. doi: 10.11932/karst20210201
Abstract:
The Puyang coal mine, southeastern Yunnan lies in shallow Neogene strata of a fault-depression, encompassed by three kinds of hydrogeologic boundaries. The elevation of coal seams is lower than the outlet of an underground river by 100-230 m. Surroundings and basin basement all host karst aquifers, of which the confined water head is higher than the coal-bed bottom by 67-268 m, and the average confined water head at the estimated lowest mining elevation is about 260 m. To solve the inrush threat of groundwater in the mine, it is required to monitor the amount of water inflow and outflow of the Puyang river, and establish a long-term drainage scheme. Investigations show that the karst in the mine area is of clear vertical zoning. The karst aquifer beneath the coal-bed bottom is dominated by weak karst zones. In the mine area, 93% of underground water drainages through the underground Puyang river. Besides, confined beds of some thickness exist below the coal seam, thus local water inrush may occur when mining at depth. But the amount of such water inrush is not big, with the maximum only equivalent to the volume of underground water runoff to the Puyang river in the natural state. Combining the control factors of pit water filling and dynamic analysis of underground water, it is considered convenient and feasible to estimate amount of water inrush using the water balance method.
Influence of the Datengxia reservoir on water inrusch amount of the Panlong lead-zinc mine in Guangxi
DENG Zhong, LIAO Peitao, QIN Pingliang, TANG Yongchen, KANG Zhiqiang
2021, 40(2): 198-204. doi: 10.11932/karst20210202
Abstract:
Water inrush is one of the most threatening natural hazard in mining, of which karst water is the most common. The Datengxia Dam has raised the surface water level of the Qianjiang River near the Panlong lead-zinc mine. In addition, with mining further toward the deep subsurface, the value of mine water inrush will be significantly increased. Based on the hydrogeological conditions of the Panlong Lead-zinc mine in Guangxi, a numerical model of the Daling section of this mine was established using the software of Visual ModFlow. The measured values and various calculation methods of mine water inrush were used to verify the numerical model. Through simulation calculation, the influence of water impoundment of the Datengxia Dam on the water inrush of different mining elevations is predicted. The results show that the water inrush of the mine pit will increase obviously after the water impoundment of the Datengxia reservoir. In order to reduce the amount of mine water inrush, it is suggested to build a retaining dam at each of the three backfill ports near the shore of the Qianjiang River, and construct a grouting curtain on the east and west sides of the Daling section of the mine. When the water permeability of the curtain body is 3 Lu, the water stop effect can reach 44.21~53.14%.
Distribution and genesis of karst collapse in Shandong Province
FENG Yawei
2021, 40(2): 205-214. doi: 10.11932/karst2021y01
Abstract:
As a major economic and cultural province in China, Shandong Province has developed rapidly in recent years. Human activities have made a great impact on the geological environment, especially in the karst areas. The main karst geological hazards include karst collapse, groundwater pollution and spring cut-off, among which karst collapse is the most significant. Frequent karst collapse not only restricts the sustainable development of economy and society, but also brings about great hidden danger to the safety of people's life and property. This paper analyzes the distribution and genesis of karst collapse in Shandong, so as to provide a basis for decision-making on targeted prevention and control of such geologic hazard.Karst collapse documented in Shandong Province began in the early 1970s in Shandong Province. Since then, with the development of economy and society and the growth of population, the exploitation amount of karst groundwater mushroomed and human activities increased. According to incomplete statistics, up to now, there have been more than 1,300 karst collapse events, which are mainly distributed in Tai'an, Zaozhuang, Linyi, Jinan, Jining and Jiaodong Peninsula.The karst collapse in Shandong Province is a representative geologic hazard in northern China. This study suggests that constrained by many natural factors, such as karst development, cap rock thickness, fault structure and surface water systems, karst collapse in Shandong Province exhibits certain regularity. Associated with human factors, karst collapse mostly occurs in the period of abrupt rise and fall of groundwater level and fluctuation of bedrock roof. From the perspective of mechanics, the genetic mechanism of karst collapse is dominated by vacuum suction erosion and potential erosion. From the perspective of influence factors and control factors, on the basis of basic control factors, the main inducing factors include atmospheric precipitation, excessive mining, irrigation and infiltration and major surface engineering.
Assessment of susceptibility to karst collapse in the Qixia Zhongqiao district of Yantai based on fuzzy comprehensive method
ZHANG Jie, BI Pan, WEI Aihua, TAO Zhibing, ZHU Huichao
2021, 40(2): 215-220. doi: 10.11932/karst2021y07
Abstract:
This work builds on investigations of geology and the conditions of karst collapse of the Qixia Zhongqiao District of Yantai. A hierarchical index system is established using 5 evaluation factors including karst development, structure, overburden bed, hydrogeology and human activities. In order to improve objectivity and accuracy of the evaluation, the memberships functions of every index are constructed to calculate the weight of the evaluation factors using fuzzy mathematical theory. In terms of ArcGIS, assessment of karst collapse susceptibility in the study area is achieved. The results show that all of existing collapses are located in the areas extremely susceptible and susceptible to karst collapse, indicating that the assessment is reasonable. To control the possibility of karst collapse in these areas, it is necessary to strictly control the exploitation of groundwater.
Distribution and influence factors of sinkholes in the Chenzhou area, Hunan Province
PAN Zongyuan, CHEN Xuejun, YANG Xin, SONG Yu, ZHANG Minzhi
2021, 40(2): 221-229. doi: 10.11932/karst20210203
Abstract:
The Chenzhou area is characterized by widely distributed carbonate rocks and thin overburden soil. The sinkholes occur frequently due to long-term dewatering of mines. Based on geological investigations, this paper analyzes the distribution and influencing factors of sinkholes in this area. Results show that, (1) most sinkholes took place from 1980 to 1983, with 8.5 sinkholes per year on average. But severe sinkholes occurred since 2012, with 5.88 sinkholes per year. Sinkholes tended to occur during rainy seasons between March and July. (2) Fifty-four sinkholes (55.67% of the total) are distributed in low hilly gullies, and 40 sinkholes (41.24% of the total) are distributed in karst plain. Ninety-seven sinkholes took place in Carboniferous Hutian Group strata and Lower Qiziqiao Formation of Middle Devonian strata. Many sinkholes appeared in fault zones and fold zones. (3) 40.21% of sinkholes are distributed in alluvium layer, and 59.79% of sinkholes are distributed in diluvial beds. Collapse sinkholes were more likely to occur in silty clay because of its large distribution and more prone to subsoil erosion than other types of overburden materials. There are 63 sinkholes distributed in single-layer soil structure areas, and 34 sinkholes occurred in double-layer and multilayer soil structure. Double-layer soil consists of silty clay and pebble soil, whereas multilayer soil is form of silty clay, mud clay and sandy soil. 49.48% of sinkholes occurred in the overburden soil with thickness less than 10 m, and 50.52% of sinkholes took place in the overburden soil with thickness 10 m to 15 m. (4) The basic conditions of sinkholes include well developed karst in the shallow subsurface, and thin and weak overburden soil. The primary triggering factor is pumping karst groundwater for urban water supply and mining.
Cause and law of karst collapse in the urban complex environment:An example of Beihuanxincun, Guigang City
QIN Jianwen, SONG Guangxiao, PAN Guangming
2021, 40(2): 230-237. doi: 10.11932/karst2020y51
Abstract:
In karst areas, ground collapse is a common geological hazard, which poses a great threat to the safety of infrastructure and people's lives and properties. Taking Beihuanxincun, Guigang city as an example, this paper studies the cause of the karst collapse and the law of its hazard by using the methods of geological analysis and particle flow discrete element numerical simulation. The results show that this collapse is caused by many factors, including the geological environment, groundwater level fluctuation, pipeline leakage and engineering construction activities. The silty soil formed by differential weathering of dolomite and limestone is easy to induce collapse of soil caves and karst. The collapse hazard can be divided into three stages: formation, development and the collapse. There are significant differences in the size, shape and influence of soil caves in different stages. During the formation and development of the soil cave, the surface settlement gradually decreases from the collapse center to the surrounding area, with existence of obvious settlement sensitive areas. The vertical free face at the edge of the collapse pit has tensile stress, which is easy to induce collapse again. The research results can provide a theoretical reference for prevention and early warning of karst ground collapse.
Experimental study of gas tracer simulation of karst collapse development process: An example of Jinshazhou, Guangzhou
LI Zhuojun, MENG Yan, DONG Zhiming, JIA Long, PAN Zongyuan, GUAN Zhende, ZHOU Fubiao
2021, 40(2): 238-245. doi: 10.11932/karst2021y18
Abstract:
Karst collapse is one of main geological hazards in karst areas in China, which can be generally divided into two types: sinkhole and karst collapse. Sinkhole is widely distributed and numerous, and how to monitor them and make an early warning is a focused issue. The primary characteristic of sinkhole development is that under the action of groundwater and other factors, the internal structure of soil is deformed and damaged and then produces cracks and caves. The common monitoring and early warning methods include physical exploration, groundwater dynamic condition monitoring and other nondestructive detection tools. A relatively new technical method in this aspect is to use gas tracer. Its principle is to analyze the relationship between gas characteristic values and soil deformation and damage based on observation to gas transport in soil pores, cracks and holes of different shapes and sizes, and then indirectly judge the development of sinkhole to achieve karst collapse monitoring and early warning. In this work, taking the karst collapse area of Jinshazhou, Guangzhou as an example, the whole process from sinkhole development to ground collapse was reproduced by indoor physical model tests, and then the relationship between gas concentration, gas accumulation time and other parameter indexes and different development stages of karst collapse was studied by using gas tracing technique in five processes of a sinkhole: formation, development, blockage, expansion and collapse. The results show that (1) there is a correspondence between the development of sinkhole and tracer gas concentration, and the increase of gas concentration reflects the further development of soil deformation and damage. (2) There is a positive correlation between the soil deformation and damage and tracer gas concentration in general, and the closer to the ground collapse, relatively higher the concentration. (3) There is a correspondence between the soil deformation and damage and the time of tracer gas concentration reaching peak concentration, and the closer to the ground collapse, the faster the gas concentration reaching the peak. These experimental results demonstrate that it is feasible to use gas tracer technology to conduct monitoring and early warning of karst collapse. Later on we will conduct further research on early warning thresholds and carry out practical verification in the field.
Triggering factors and prevention-control countermeasures of karst collapses caused by tunnel construction in the Zhongliangshan area, Chongqing
WU Yuanbin, YIN Renchao, LEI Mingtang, DAI Jianling, JIA Long, PAN Zongyuan, MA Xiao, ZHOU Fubiao
2021, 40(2): 246-252. doi: 10.11932/karst20210204
Abstract:
The Zhongliangshan area is a natural barrier of the east-west traffic channel in Chongqing, that seriously hinders urban economic development. The tunnel traffic can quickly cross fold mountain areas. However, tunnel construction often induces serious karst collapse, failure of underground aquifers and surface water drainage, threatening tunnel safety construction and making impact on the ecological and geological environment. The main controlling factors of karst collapse are variable in different stages of tunnel construction with water level drainage. Therefore, the process of karst collapse can be divided into two stages: sudden drawdown and drainage. The main controlling factor of karst collapse is vacuum suction effect and the sudden change of water and gas pressure in the cracks of karst pipelines, respectively. Furthermore, the prevention and control measures of karst collapse are put forward in this paper. It provides a solid geological basis for effective management of geologic hazard by local karst collapse.
Karst hydrogeological problems in the route selection of Yuanguping tunnel
LUO Wei, WU Huaying, HU Huihua, MA Deqing, ZHANG Peng, LI Zhenxing
2021, 40(2): 253-263. doi: 10.11932/karst20210205
Abstract:
Avoiding high-risk areas of gushing water and mud is the basic principal for karst tunnel selection. The Yuanguping tunnel is a typical long and deep karst tunnel,which passes through the area with strong karst development. There are some important factors affecting the safty of tunnel construction,such as karst underground river, syncline water storage structure, reservoirs on both sides, and the large height difference between the groundwater level and the roof,,which are also key hydrological issues to be considered in route selection. To better compare and select the three design lines of the east, middle and west of the tunnel, a 1:10,000 special survey of karst hydrogeology was carried out in the tunnel working area.The karst development and hydrogeological characteristics of the working area were found out, and the karst groundwater system was divided, so as to compare the horizontal and vertical zoning of the three tunnel routes. The spatial relationship between tunnel and underground rivers and karst springs was analyzed, and the influence of syncline water storage structure was analyzed combined with geophysical data. The results show that: the east route tunnel passes through the surface watershed zone and is located in recharge area of the karst hydrodynamic system and the seasonal variation zone and shallow saturated zone of the vertical distribution zone. It basically does not intersect with underground river pipelines and is far away from karst springs with large flows, the rainfall replenishment area is the smallest, therefore, the overall risk of water gushing is the smallest, which is the best tunnel route. The west route runs through the middle of the groundwater system Ⅲ in the upper reaches of Chixi river passes through the runoff and drainage area,and is located in a shallow saturated zone with karst hydrodynamic vertical zoning. It intersects with multiple karst pipelines,and is close to the west side of Gaojiaxi reservior,with the greatest risk of water gushing. The northern section of the east route tunnel near Huangyuxi reservoir and the southern section passing through the Guojiajie syncline water storage structure are all high-risk areas for water gushing. Therefore,it is necessary to expand the supplementary survey of karst hydrogeology, and strengthen the research of advanced geological forecast during construction so as to avoid karst geological disasters to the most extent.
Comparative study on microbial deposition of travertine in Huanglong scenic area and Yellowstone National Park
DONG Faqin, DAI Qunwei, RAO Hanyun, WANG Fudong, ZHAO Xueqin, JIANG Zhongcheng, ZHANG Qiang, LI Bowen, Alexander I.Malov, Enrico Capezzuoli, Augusto Auler
2021, 40(2): 264-272. doi: 10.11932/karst20210206
Abstract:
This paper analyzes the environmental geological characteristics and microbial community of the water body in Huanglong scenic area. By comparing relevant studies in Yellowstone National Park, the effects of microbial communities on travertine deposition in two special geographical environments were discussed. By comparing Huanglonggou in Huanglong scenic area with the Mammoth Hot Spring area in Yellowstone National Park, it is found that Huanglonggou spring water belongs to underground cold spring with a lot of algae and bacteria, and the scenic area is covered with a lot of vegetation; While the spring water in Mammoth Hot Spring area belongs to underground hot springs with low vegetation coverage, and the microorganisms in the spring water are mostly thermophilic bacteria with few algae. In addition, the main components of Huanglong and Yellowstone National Park travertine both are calcite, and microorganisms are involved in the formation of travertine. The effect of microorganisms on travertine deposition is mainly divided into template effect, product induction effect and metabolic regulation effect. By comparing the effects of microorganisms on travertine deposition in special geographical environment, the importance of microbial deposition in travertine deposition process was pointed out, which could provide a theoretical basis for the prevention and control of "blackening" of travertine in Huanglong.
Genetic mechanism of geothermal resources in the Gaoyang geothermal field and adjacent areas
MAO Xiang, WANG Xinwei, GUO Shiyan, Bao Zhidong
2021, 40(2): 273-280. doi: 10.11932/karst20210207
Abstract:
As a green and renewable energy,geothermal energy plays an important role in solving the haze prob?lem northern China. Gaoyang geothermal field,near the Xiong’an New Area,is rich in geothermal resources. It is located in the Jizhong depression of the Bohai Bay basin,hosts strata of Jixian System andChangcheng System of Mesoproterozoic and Paleoproterozoic,in which the Wumishan Group of Jixian System is the main strata with reservoirs. The buried depth 3,600 m of the top of karst reservoir is considered as the boundary of the thermal field. The main body of the geothermal field is located in Gaoyang sub-uplift and Lixian slope, and covers a small area of the Baoding depression and Shaoyang depression. The Gaoyang geothermal field lies in an area of the karst reservoirs top surface with high temperature,where the temperatures of the middle and northern part of Gaoyang sub-uplift,the western boundary,and the junction area of Lixian slope and Shaoyang depression reach 120 ℃, while that of southern part of the geothermal field and the middle and eastern part of the Lixian slope is lower than 100 ℃. Overall the temperature contours of buried hill geothermal reservoirs exhibit an elliptic shape with a long axis in NNE direction. In hydrochemistry, geothermal water of Wumishan Group of Jixian System in the Boye area is of Cl-Na type,with solubility about 5,000 mg?L-1 and content of Cl-(2,300 mg?L-1) that is obviously higher than Xiongxian,Rong Cheng and other areas,while the solubility of SO42-(123-133 mg?L-1)is higher than Xiongxian,Rongcheng and Bazhou,and lower than the Tianjin and Liangxiang geothermal fields. This shows that the Jizhong depression belongs to a different geothermal system with the Tianjin and Liangxiang areas. The conceptual model of the Gaoyang geothermal field suggests that the atmospheric precipitation of the Taihang Mountains to the west is the supply of groundwater and the piedmont faults of the Taihang Mountains connect the surface water with reservoirs. Atmospheric precipitation flows through piedmont faults,the Hengshui fault,Anguo fault,Baichi fault,Chu’an fault and unconformities,and migrates to the Gaoyang sub-uplift,Lixian slope and Shenze sub-uplift where traps form. The fluid is heated by heat convection during the process of flowing through faults and bedrocks,forming the Gaoyang geothermal field which has a great potential of exploration and exploitation.
Hydrochemical characteristics and composite genesis of a geothermal spring in Ganlanhe, Changning, Yunnan Province
PAN Ming, HAO Yanzhen, Lyu Yong, LI Bo
2021, 40(2): 281-289. doi: 10.11932/karst20210208
Abstract:
This paper presents an analysis of lithology and structural characteristics of cap rock and the thermal reservoir of the Ganlanhe hot spring. It covers hydrochemical types, recharge mechanism, thermal reservoir characteristics and mixing mechanism of hot and cold water. The analysis is based on hydrochemical data, using the piper triangle diagram, isotope hydrology method and the geochemical temperature scale. The results show that the underground hot water is supplied by atmospheric precipitation, mixed with the cold water from the shallow subsurface during the process of hot-water rising to the surface, and the proportion of cold water mixing is about 62%-64%. The chemical type of hot spring water is HCO3-Na, which indicates that there is a coupling relationship between the chemical composition of hot water and the surrounding rocks. The circulation depth of underground hot water is about 2,070 m. The formation of the Ganlanhe hot spring is closely related to the Kejie fault, which controls the storage, migration and mixing degree of underground hot water. The research results fill the gap of the research on the Ganlanhe hot spring and provide scientific support for its development and utilization.
Hydrochemistry and genesis of the Honghegu hot spring in Mile, Yunnan Pronince
BAI Yupeng, Li Bo, Yu Shiyong, Zhang Qu, Wang Bin, Zhao Hongyu
2021, 40(2): 290-297. doi: 10.11932/karst2021y15
Abstract:
The purpose of this work was to clarify the genesis of Honghegu hot spring in Mile, Yunnan and the influence of exploitation of drilling hot water on the spring, providing a reasonable basis for the development of hot water resources in this area. Hydrochemical analysis and isotopic tests were performed to the hot spring, cold spring and drill-hole hot water in the study area. Results show that degree of mineralization of the spring is about 232-328 mg.L-1, the pH is slightly acidic, with H2SiO3 of 25.45-34.44 mg.L-1 and Sr of 0.29-0.44 mg.L-1. The hot water belongs to the HCO3-Ca type, while the cold water belongs to the HCO3-Ca.Mg type. The temperature of the geothermal reservoir is 65-70 ℃. Hydrogen and oxygen isotopes indicate that hot spring water comes from meteoric precipitation. The elevation of the recharge area of the hot spring is estimated as about 2,100 m. The hot spring is controlled by the fault zone, supplied by atmospheric precipitation. Heated by earth's heat flow, it flows out of the surface along the fault zone. Due to water isolation of basalt and the direction of groundwater flow, mining of borehole hot water and self-flowing hot water has little effect on the hot spring.
Hydrogeochemical characteristics of geothermal water in Hunan Province
CHANG Haibin, XIAO Jiang, PI Jing
2021, 40(2): 298-309. doi: 10.11932/karst20210213
Abstract:
Hunan Province hosts abundant geothermal water resources,while little research of hydrochemistry on them has been made. research is not thorough. The purpose of this work is to analyze the occurrence of geothermal water in Hunan Province,estimate the temperature of the heat storage in the study area,the mixing ratio of cold and hot water,and the depth of hot water circulation. Using the ion ratio method,phreeqc calculation of mineral saturation and the silicon enthalpy model, we analyze hydro-geochemestry of geothermal water at 69 sites in the study area. The results indicate that the main hydrochemical types of geothermal water are HCO3-Ca and HCO3-Ca.Mg, followed by SO4.HCO3-Ca.Mg and SO4-Ca; The ratio of calcium to magnesium ions in 77% of all geothermal water in the study area is greater than 3,reflecting the long storage time of geothermal water in Hunan Province. Using phreeqc to calculate the multi-mineral saturation index finds that the silica mineral is closest to the saturated state. Using the silicon-enthal pymixing model to estimate the heat storage temperature and the mixing ratio of cold water in the study area,the results show that the thermal storage temperature ranges 32 ℃~226 ℃,140 ℃ on average,and the average cold water mixing ratio is 85%,which is relatively large. The geothermal gradient is used to calculate the geothermal water circulation depth, yielding of 5-6 km, 5.34 km on average. In general,the geothermal water in Hunan Province has a long evolution time,a relatively long runoff time,and a large regional circulation depth. After the hydrothermal fluid is warmed by the thermal storage a long period of runoff and water-rock interaction,the geothermal water is driven by high pressure and thermodynamics. The geothermal water circulates to the surface of the ground,where it is mixed with cold water near the surface to form "immature" medium-low temperature hot water, dominated by low temperature.
Hydrochemical evolution of karst geothermal water in the Heze uplift geothermal field, Shandong Province
SHI Qipeng, SONG Shuailiang, MENG Jia, ZHENG Huiming
2021, 40(2): 310-318. doi: 10.11932/karst20210209
Abstract:
The Heze uplift geothermal field is located in the tectonic unit of the buried uplift, Heze-Yanzhou buried fault uplift, Heze buried uplift, with a total area 6,330 km2. It hosts Ordovician crack karst thermal reservoirs of layering zone-like shape, with water yield of 80-402 m3.h-1 in single wells, depths of water level 20-55 m and wellhead temperatures 45-75 ℃.The thermal reservoir caprocks are Quaternary, Neogene and Permian-Carboniferous with a thickness of 600-2,500 m.Deep faults such as the Liaokao,Juye,Tianqiao and Fushan faults connect heat sources at depth, forming heat source channels. Secondary faults of these major deep faults developed well, nearby which limestone has undergone many tectonic movements and dissolution, resulting in the development of fissure karst which is the circulation, migration channel and water storage space of deep karst hot water as well as the main water source channel.The purpose of this work was to study the evolution characteristics of hydrochemistry of geothermal water.Two sections A-A′ and B-B′ were selected in the geothermal field.Piper,Schoeller and Na-K-Mg equilibrium diagrams and saturation index calculation were used to characterize the distribution and evolution of each chemical index in geothermal water. Results show that along the profiles A-A′ and B-B′, karst water turns from cold into hot, the hydrochemical type evolves from SO4·HCO3-Ca·Mg·Na or SO4·HCO3-Ca·Mg to SO4-Ca·Na and SO4-Ca. Mineralization increases gradually, HCO3-concentration decreases gradually, and SO42-, Ca2+ and K+ concentrations grow gradually. It reflects the evolution and supply characteristics of karst cold water to karst hot water. The karst cold water and hot water samples are located in different areas on the hydrogeochemical trilinear map, which shows that the cold water is supplied to the hot water. With distance supply area from near to far from the supply area, the degree of water rock interaction gradually intensifies, the saturation index gradually increases, and dissolution of karst hot water gradually becomes larger.
Analysis of regional catchment index based on GIS: An example of the Chaotian river basin
XU Rui, LI Jian, WEN Jianhui
2021, 40(2): 319-324. doi: 10.11932/karst202102y19
Abstract:
In order to evaluate the catchment situation more effectively,a comprehensive catchment index evaluation model based on grid was constructed by remote sensing(RS) and geographic information system(GIS)for the Chaotian River basis. It took topographic index,surface index and vegetation index as main parameters. The results show that the average value of regional catchment comprehensive index is 2.91,and the magnitude order of catchment weights is topography(0.42352)> vegetation(0.29691)> surface(0.21955). The topographic state index has the greatest influence on catchment,while the surface state index and vegetation state index have relatively little influence. The areas with intense karst development and deviation of water system density are distributed in the areas with catchment comprehensive grade lower than III.
Dynamic characteristics and equilibrium of water level of the karst groundwater system beneath the Huixian wetland
ZHAO Yi, ZOU Shengzhang, SHEN Haoyong, ZHOU Changsong, FAN Lianjie, ZHU Danni, LI Jun
2021, 40(2): 325-333. doi: 10.11932/karst2021y19
Abstract:
The Huixian wetland is the largest karst wetland in China. In the past half century, due to the unreasonable development and utilization of human beings, the water area of this wetland has shrunk severely. Research on groundwater dynamics and water balance in the Huixian wetland is of great significance for maintaining ecological functions, water resources management, and protection of the wetland. This paper first divides the Huixian wetland into two groundwater systems based on the hydrogeological conditions,namely the Mamianshiziyan system and Mudong river (lake) dispersed excretion system. Then, the recharge, runoff, drainage characteristics and groundwater dynamic characteristics of the two groundwater systems are analyzed separately. Finally, the equilibrium analysis of two groundwater systems is carried out. The results show that the water level fluctuation of the Huixian wetland is obviously affected by rainfall, the water level of each monitoring point varies unevenly and the response times of the water level to rainfall are inconsistent. The storage capacity of the groundwater system in the Huixian wetland is -61,900 m3, which is related to the drought in the later period of the equilibrium period. The main recharge source of karst groundwater in the wetland is atmospheric precipitation infiltration, the main excretion manner is submarine runoff and evaporation. The Huixian wetland karst groundwater system has certain water storage and storage functions, but its storage capacity is limited. To maintain the ecological function of the wetland for a long time, the wetland storage capacity should be strengthened. It can start from reducing the evapotranspiration and exploitation of the wetland, coupling with the restoration and reconstruction of the wetland ecological environment, improving the water conservation capacity, and keeping the wetland water level within a stable change interval.
Landscape classification in karst areas based on DEM:A case study of 1∶50,000 pilot geological mapping of karst areas in southwestern China
SHAN Keqiang
2021, 40(2): 334-345. doi: 10.11932/karst20210210
Abstract:
Digital elevation model(DEM)can quantitatively describe landforms. While the statistic approach of karst entities based on peck-cluster depression has not been established yet. Based on 1:50,000 digital topographic maps of Dawan,Muxiang,Yanzikou and Zhuzhong in the Wumengshan mountains, this work builds the DEM of the study area and the peak-cluster depression DEMs by spatial analysis. On the basis of 1:50,000 geology surveys, the strata in the survey area are reclassified into seven karst strata association types, volcanic strata group, clastic strata group, limestone strata group, dolomite strata group, marl strata group, limestone-clastic interbed group and dolomite-clastic interbed group. Taking karst strata association as a statistical unit, the parameters of peak-cluster depression of each unit are analyzed. Peak-cluster depression development coefficient (k) is defined to quantify the development degree of karst. The geomorphology of the survey area is divided into 5 landscape types. Of them, Ppeak-cluster depression, k>8.5, peak depression is extremely developed. Ridged-hill valley, 1.9<k≤8.5, the cone peak is relatively developed, and the depression is moderately developed. Clustered-hill valley, 0.9<k≤1.9, the cone peak is weakly developed, and the depression is rare. Karst mountain,0<k≤0.9, cone peak depression is also rare. Middle mountain,k=0, developed gullies, no karst. The karst geomorphologic types established are consistent with the combined characteristics of karst entities. The classification results reflect the distribution and differentiation characteristics of different karst landscape in a small range.
Effects of land-use patterns on soil aggregate stability and organic carbon in rocky desertification areas
CHEN Hai, ZHU Dayun, CHEN Hu
2021, 40(2): 346-354. doi: 10.11932/karst20210211
Abstract:
The Salaxi town of Bijie City, Guizhou Province is a representative karst mountainous demonstration district, where the karst accounts for 74.25% of the entire area. The exposed rocks are dominated by limestone, limestone and sand shale, with widespread potential and mild rocky desertification. This region hosts zonal yellow soil, dominated by arable and forest land, with a small amount of grassland. These lands are used in six types, secondary forest, artificial forest, natural shrub grassland, artificial grassland, forest and grass interplanting land and sloping farmland, which have largely same slope angle, slop facing direction and elevation. By monitoring the number of soil aggregate, soil aggregate stability, soil aggregate organic carbon and other indices, this work analyzes the influence of the conversion of slope farmland into forest land, grassland and forest-grass interplanting land on the stability of surface soil structure and the content of organic carbon under different land use patterns, and reveals the stability of soil structure and carbon sequestration capacity after implementing rocky desertification control measures in this area, providing a scientific basis for the prevention and control of soil erosion and the improvement of soil erosion resistance in rocky desertification areas. The results show that, (1) the aggregate content of >0.25 mm increased significantly after the implementation of forestation and planting, with more plantation and secondary forests and less sloping farmland.(2) After the dry and wet sieve treatment, the stability of aggregates and erosion resistance characterized by GMD, MWD and D indexes and >0.25 mm aggregate content show that the soil aggregate stability of plantation and secondary forests was strong, whereas the soil aggregate stability of sloping farmland and forest-grass interplanting land was weak . (3) In general, the content of soil organic carbon of small-grained aggregate is the highest for different land use patterns, and the contribution rate of water stable aggregate organic carbon of >5 mm and 2-5 mm to soil organic carbon is the largest (except for sloping farmland). Large soil aggregates play a major role in the sequestration of soil organic carbon. After the transformation of sloping farmland into forest and grass land in rocky desertification areas, the number of large soil aggregates (>0.25 mm) increases, the stability of soil aggregates is enhanced, and the organic carbon content of soil aggregates does not exhibit significant increase. On the whole, returning farmland to forest and planting grass in rocky desertification sloping land is beneficial to the promotion of the stability of soil surface soil structure and the accumulation of organic carbon.
Distribution characteristics of rural settlement on different lithology in karst area:A case study of Pingguo City
LI Xiaoqing, YANG Qianni, ZHOU Kaichun, LUO Weiqun
2021, 40(2): 355-362. doi: 10.11932/karst20210212
Abstract:
Located in Baise City, Guangxi Zhuang Autonomous Region, Pingguo City has high terrain in the north and low terrain in the south, with low mountains and hills in the north and south, and karst landform in the middle.The karst landform area of the city accounts for 61.67% of the total area, which is a typical karst landform area. The whole area belongs to the south subtropical monsoon climate zone, with a total area of 2,458 km2, with 9 towns and 3 townships under its jurisdiction. In 2018, the total population of its jurisdiction was 520,412, and the GDP was 17.653 billion yuan. The total area of rural settlements in the city is 4,825.15 hm2,the area of rural settlements in karst area is 3,564.20 hm2 , and the area of non-karst area is 1,260.95 hm2. In this study,GIS spatial analysis,CV value analysis of Voronoi figure,landscape pattern index analysis including patch number,total patch area,patch area ratio,patch density,average patch area and average shape index are used to explore the spatial distribution characteristics of rural settlements on different lithologies in the study area from the aspects of aggregation degree and morphology. The distribution characteristics of rural settlements in karst and non-karst areas were compared and analyzed in this paper, as well as the distribution characteristics of rural settlements with different lithologies in villages and towns.The data processing and analysis of rural settlements areas under different lithology in different townships can effectively eliminate the influence of other factors such as terrain and landform, and location conditions. The results show that,(1)The rural settlements in the karst area are complex and irregular in Pingguo City, and the aggregation degree is lower than that in the non-karst area;(2) Rural settlements on the same lithology show similar distribution characteristics in different villages and towns;(3) CV results show that the aggregation degree of rural settlements in limestone and limestone with dolomite is highest;(4)Landscape pattern index analysis show that the morphology of rural settlement is complex in the two lithology types of carbonate rocks with clastic rocks and carbonate rocks interbedding with clastic rocks.This study explores and analyzes the spatial distribution of rural settlements on different lithologies in karst area,and to a certain extent promote the study of rural settlements in the karst area. However, there are still many shortcomings and further research content needs to be done. Future research can analyze the driving force of rural settlements change more accurately by analyzing the evolution trends of rural settlements on different lithologies, and further explore the distribution law of rural settlements in karst areas more deeply by introducing new research methods.