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2024 Vol. 43, No. 1

Display Method:
2024, 43(1): 1-2.
Abstract:
Problems and suggestions on the study of collapse and water leakage at the bottom of Dianchi lake
WANG Yu
2024, 43(1): 1-11. doi: 10.11932/karst20240103
Abstract:
At present, there are two conflicting conclusions on the research of water leakage hazards in Dianchi lake. One is that the hidden danger points of water leakage in Dianchi lake have rapidly changed and is at a critical point, so there is a high risk of water leakage disasters. The other is that the view of hidden dangers of water leakage is not true, and hence there is no risk of water leakage disasters in Dianchi lake. Although people of both sides have done a large amount of analytic demonstration and published their research results. However, there are still more or less conceptual, systematic and normative errors or deficiencies. These deficiencies are mainly reflected as follows: unclear geological concepts and terms, insufficient hydrogeological investigation, weak research on the history of lake basin formation and evolution, and lack of verification by hydrogeological exploration, which may lead to insufficient basis for both sides to make a precise deduction. First, the terminological phrase "structural leakage" needs a clear expression. If a strong earthquake occurs in the Kunming area, it is likely to cause faults, leading to karst collapse of the funnel at the bottom of Dianchi lake, and then leading to the probable fault and connection of underground karst caves. This process will contribute to the catastrophic water leakage in Dianchi lake. Therefore, the risk of water leakage disasters may be originated from karst collapses at the lake bottom. However, the idea that the occurrence of a huge water leakage through the fault structure and the conversion of runoff between karst pipelines and faults may contradict the basic knowledge and reality of hydrogeology. It is not objective, reasonable and accurate to use the phrase "structural leakage" to express the hidden danger and its mechanism of water leakage in Dianchi lake. In addition, "funnel" is a karst term of karstology, referring to a funnel-shaped or saucer-shaped closed depression usually with a diameter of less than 100 m. At the bottom of a funnel, there are usually sinkholes leading to the underground, which can play a role of water drainage. However, the previous studies refer to the shallow and gentle low-lying landform formed on the loose cover layer of Dianchi lake as "funnel", which is obviously misused. This kind of landform is inconsistent with a funnel regardless of its formation background, genesis and components. If "funnel" is misused in this case, it is likely to cause cognitive errors and barriers in academic communication. Second, the geology, hydrogeology, engineering geology and environmental geology of the karst plateau in eastern Yunnan have been fully investigated and explored. The surveys of 1∶200,000 and 1∶50,000 have covered the whole area, and many detailed surveys and exploration with high precision have been carried out in the Dianchi basin. However, previous studies are far from enough for us to collect the detailed and reliable results of these surveys, so the inference of many phenomena and problems deviates from the reality. For example, with continuous surface divide and groundwater basin boundary, the eastern and southern parts of the Dianchi basin are blocked by thick surface divides, multi-layer Cenozoic viscous soil layers, and weak permeable layers of basalt, clastic rock and metamorphic rock. Moreover, the Jinsha river has been the most strongly invaded in this region since Pleistocene. Therefore, there are no hydrogeological conditions for the development of huge underground river channels across basins in these two parts. Third, the analysis of geological history is indispensable to understand the process and law of geological evolution. For example, through the analysis of the development and evolution of the Dianchi lake basin since Miocene, it can be found that the development of karst underground river system related to the depression at lake bottom may initially take the Hanjiacun depression as the discharge basis, and finally change to the Tanglang river as the discharge basis through the Haikou river. However, in the study of the hidden water leakage in Dianchi lake, the research in this aspect is very weak, leading to insufficiency of the basis for analysis and inference of the formation and evolution of depression at lake bottom, its genetic mechanism, and the water leakage path of Dianchi lake. Fourth, due to the complexity of geological phenomena and the multiplicity of geophysical exploration results, the conclusions drawn by geophysical exploration and geological inference are not final because they have not been verified by drilling tests. Although the thickness of Cenozoic overburden layer at the lake bottom is the key to the prediction and evaluation of water leakage hazards in Dianchi lake, it is speculated only based on the results of regional gravity measurement. The structure of overlying soil layer, physical and mechanical properties, and developmental characteristics of basement karst in the depression lack the drilling and experimental testing. The absence of drilling and testing data makes it impossible to calculate and analyze the characteristics and mechanisms of sediment consolidation of settlement at the lake bottom. If there are karst funnels and sinkholes in the basement of depression and their shapes, scales, and characteristics and locations of the blocking material are unknown, it is impossible to accurately analyze the instability mechanism of the blocking body, and thus it is also impossible to calculate and evaluate its stability and the so-called critical point of collapse. Therefore, the conclusion that "the hidden danger points of water leakage in Dianchi Lake have rapidly changed and is at a critical point of leakage disasters" is speculative. Currently, all deductions made need to be verified through drilling tests before they can be finalized.For these problems, this study makes an in-depth analysis one by one. According to the current research and data of regional physical geography, geology, hydrogeology, engineering geology and environmental geology, and combined with practical work experience, this study puts forward specific suggestions for the improvement of future research, such as standardizing basic concepts of geology, carrying out drilling tests, monitoring the depression deformation at the lake bottom, and systematically carrying out comprehensive research and field verification. It is pointed out that in order to reach the final conclusion of the hidden danger of leakage in Dianchi lake, the key is to find out the possibility of the karst collapse of depression at the lake bottom, so drilling verification must be carried out. Because the technology of underwater drilling test is difficult and the fragile environment of plateau lake cannot be disturbed excessively, the conduction of drilling test should be carefully planned and one hole can be drilled for different purposes. For sufficient representativeness and pertinence, it is appropriate to carry out drilling tests, monitor the two depressions studied, and provide specific technical suggestions for geophysical exploration, drilling test, dynamic monitoring of lake water and groundwater, and monitoring of the deformation of lake overburden layer at the lake bottom.
Hydrogeochemical characteristics and genesis of geothermal water in northern Zhangqiu
LU Zhaoqun, MENG Xiangxin, QI Xiequan, ZHU Guangji, LIU Kaili, YIN Xiuzhen
2024, 43(1): 12-24. doi: 10.11932/karst2024y001
Abstract:
The northern part of Zhangqiu district in Jinnan City has developed a thick sedimentary formation from the late Paleozoic to the Cenozoic. In this district, relatively well-developed fault structures and magmatic rocks provide good geothermal conditions. Abundant geothermal resources have been discovered in the study area, with three geothermal wells located near the fault zone. Therefore, establishing the genesis model of geothermal resources is significant for their future sustainable development and utilization.Based on hydrochemical and isotopic data of the study area, hydrochemical characteristics, water-rock interaction process, recharge source and formation age of geothermal water have been analyzed in this study. Besides, the elevation of the recharge area, thermal reservoir temperature, and depth of hot water circulation have also been calculated. Research findings show that geothermal water in the study area is composed of Cl·SO4-Na·Ca or SO4·Cl-Ca·Na, whose hydrochemical components mainly come from water-rock dissolution in the similar hydrogeochemical process. The source of water recharge is supplied by atmospheric precipitation, at an elevation from +563 m to +616 m. The 14C apparent age ranges from 5.55 ka to 29.71 ka. The geothermal water is mixed with modern water and ancient water. The chalcedony temperature scale shows that the temperature of geothermal reservoir is at 41.9–52.4 ℃, with the circulation depth of geothermal water at 622–1,565 m. The study area is a small-opened karst hot reservoir with deep circulation, during which geothermal water is heated up. Formation and enrichment of geothermal water are significantly controlled by fault structures. The geothermal reservoir is of stratified and banded type, belonging to geothermal resources at medium-low temperature.
Analysis on the hydraulic connection and medium characteristics between tunnels and karst springs by tracer tests: A case study of Guanshan tunnel
YAO Shasha, ZHANG Yi, WANG Xinwen, LI Xianheng, XU Jiangkun, GUO Fagui, MENG Yan
2024, 43(1): 25-32. doi: 10.11932/karst20240102
Abstract:
In engineering construction, preventing geological disasters is crucial for protecting people's property and safety. Water inrush and mud gushing in tunnel construction are common engineering hazards in China, leading to severe consequences like construction suspension and spring disruption. Effectively preventing such incidents necessitates a thorough understanding of the hydraulic relationships and medium characteristics between surface and groundwater around tunnel sites. This study takes a detailed look at the karst springs and sinkholes surrounding the Guanshan tunnel, situated in a mid-low mountainous region in Funing county, Wenshan Prefecture, Yunnan Province. The area is characterized by its karst topography, where rock formations are exposed on mountain surfaces, coexisting with gullies. Beneath these mountains, the landscape features densely packed depressions filled with sinkholes and shafts, indicating a highly intricate karst hydrological system. This study primarily employs tracer tests to identify the dispersion of underground pipelines and the aqueous medium of groundwater. By analyzing concentration curves of tracer tests, the research aims to understand the distribution of pipelines between sinkholes and the paths of karst spring runoff. The tracer recovery rate is crucial for revealing the hydraulic connections around the Guanshan tunnel and offers a geological basis for assessing the potential risks of water inrush and mud gushing during tunnel construction. The final concentration curves indicate a clear hydraulic connection between the injection point and two receiving points. The concentration curve at the 1# sampling point shows a single peak, indicating a relatively straightforward channel with a strong hydraulic connection to the sinkhole. Conversely, the channel at the 2# sampling point demonstrates greater complexity, with concentration curves including plateau shapes. This suggests the presence of longer seepage paths and higher hydraulic gradients, potentially indicating small pools or solution ponds in the area. Calculated with both an empirical formula and the Qtracer2 software based on collected tracer concentrations, recovery rates at these two points are found to be low. The low recovery rates could imply the existence of large tributaries or a complex, dual-layer karst aquifer system, where groundwater flows to deeper levels. Given the tunnel altitude, it is inferred that tunnels at lower positions are at a heightened risk of water inrush, potentially affecting the karst springs in an adverse way. In this study, calculation methods of recovery rates are compared, which reveals that although the empirical formula is simple and easy to use, it may not be accurate under conditions of low tracer concentration and minimal groundwater flow. On the other hand, the Qtracer2 software, integrating concentration and volume, offers a more accurate and reliable method, especially in scenarios with sparse sampling intervals and limited data. The results of this study are significant in several ways. Firstly, they indicate that despite the low recovery rates at spring points 1# and 2#, there is a likelihood of deeper runoff channels existing between these points and the water point, which could pose risks of water accumulation. Although underground karst pipelines are relatively complex, actual engineering shows that large flows of groundwater will not be encountered during tunnel construction, and the possibility of water and mud inrush during tunnel construction or operation is low. However, the study recommends that construction processes should be managed carefully to prevent the discharge of wastewater and debris into groundwater, thus avoiding contamination of groundwater. Furthermore, this research provides valuable insights into the geological conditions surrounding the Guanshan tunnel. It highlights the importance of conducting detailed hydrogeological studies before commencement of any major construction project, particularly in karst regions known for their complex subterranean water systems. Such studies are not only crucial for the safety and success of the construction project but also for the protection of the surrounding environment and water resources. In conclusion, the findings of this study offer a comprehensive geological basis for assessing risks in water inrush and mud gushing in the Guanshan tunnel. They also serve as a useful reference for future projects in similar geological settings, particularly for choosing appropriate methods to calculate recovery rates of tracer tests. The study results may provide practical guidelines and methodologies for effective management of the risks associated with tunnel construction in karst terrains.
Comprehensive study on characteristics of leakage in the source water area and landscape conservation by artificial leakage reduction of Huanglong Wucai pool
LIU Xinze, ZHANG Qingming, TANG Shu, TIAN Changbao, GAO Wenhao, ZHOU Yaping, CHEN Hongwei, HAN Meidong, SUN Dong
2024, 43(1): 33-47. doi: 10.11932/karst20240104
Abstract:
The study area is Huanglong Wucai pool in China. In recent years, due to the influence of Salix cupularis thicket in Zhuanhua pond of the upstream source water area, there has been strong surface water leakage, resulting in a decrease of water conservation and shrinkage of water landscape, which in turn has caused the degradation of pools such as blackening and podzolization. Through analyzing the characteristics of water conservation in Wucai pool and their influence on the evolution of travertine landscape, this study discusses the effect on landscape restoration by artificial intervention in the reduction of surface water leakage, so as to provide systematic results and technical reference for subsequent landscape conservation and serve the protection of the core value of Huanglong World Natural Heritage Site. By means of field investigation, flow monitoring, water quality monitoring, particle analysis, SEM characterization, and experiment on water quantity regulation and conservation, the characteristics and causes of water runoff leakage in the source water area of Wucai pool were identified, and the effects of artificial leakage reduction on the evolution of travertine landscape in the study area were analyzed. Five monitoring stations were set up to monitor the total flow in Zhuanhua pond, the water flow entering Wucai pool and the corresponding changes in hydrochemical characteristics. Meanwhile, pH, temperature and conductivity were measured by a handheld WTW 3310 pH meter, and Ca2+ and HCO$_3^{−}$ were measured by titration on-site. The monitoring period was from April to November, 2019. Collected from loose travertine at the forest area of Zhuanhua pond and from the newly formed loose travertine at the bottom of landscape pool, the particle analysis samples and SEM samples were used to analyze the transformation and destruction of travertine body by the root system of Salix cupularis thicket. Thin-walled rectangular weir and triangular weir were used for flow measurement. After water flow regulation of Zhuanhua pond, isolation of channel with strong leakage, and conservation of Wucai pool, the impact of the increased water flow on the improvement of local degradation of Wucai pool was assessed on June 5, 2020. The research findings show, (1) The quality of spring water from Zhuanhua pond in the source water area is stable, with high partial pressure of carbon dioxide and high calcium. Degassing reaction occurs along the river, and calcite is oversaturated at a low level to the southern edge of Wucai pool. (2) Due to activities of thicket root and influences of freeze-thawing, strong runoff leakage occurs in the source water area, and only 49% of the total water flow can enter Wucai pool to form a landscape conservation water source. The main site of strong leakage is located at the west branch channel composed of loose calcareous gravel and sand in Zhuanhua pond. (3) The leakage in the source water area caused a relative decline in the water conservation capacity of Wucai pool. The northern edge of Wucai pool became blackened and water in the east part was displaced by surface water of Huanglonghou Ditch to form podzolization. The scale of the landscape pools shrank to about half of its early size. The maximum natural landscape water conservation of Wucai pool, with the capacity of 5,115 m3·d−1, generally occurs in September. (4) Through artificial conservation, the impact of surface water leakage in the source water area of Wucai pool landscape is reduced. During the main conservation period (July–October), the proportion of the water conservation into Wucai pool increased to 83%, up from 49% before artificial conservation, and the average monthly water flow increased from 4,892 m3·d−1 to 8,674 m3·d−1, with an increase of water conservation capacity of 77%. Before and after the conservation of Wucai pool, the concentration of calcium and bicarbonate ions in water changed little; SIc changed from oversaturation to equilibrium; carbon dioxide degassing in the middle and lower reaches increased; the deposition capacity of travertine generally increased. (5) During the main conservation period, the average monthly water flow after conservation increased by 3,559m3·d−1. 2,544 m3·d−1 of water was consumed to restore the blackened pool in the north and alleviate podzolization in the east, accounting for 29% of the total capacity of water conservation in Wucai pool. The landscape water area of Wucai pool increased by 16.3% and remained at the same level after the four-month landscape restoration and conservation. The degradation such as blackening and podzolization of Wucai pool caused by increasing surface water leakage in the source water area by activities of root system of Salix cupularis contributed to the decrease of water conservation capacity in the landscape area. However, through the artificial leakage reduction and conservation experiment, the water conservation capacity increased, and thus the degradation was contained and the travertine landscape was restored to a certain extent in the study area, which indicates that appropriate artificial intervention is beneficial to landscape protection.
Modelling karst spring flow in Southwest China based on machine learning
MA Congwen, ZHANG Zhicai, CHEN Xi, CHENG Qinbo, PENG Tao, ZHANG Lin
2024, 43(1): 48-56. doi: 10.11932/karst2023y013
Abstract:
Karst springs are important for ecosystem and economic development in Southwest China. Controlled by the unique karst hydrogeological structure and multiple water flow processes, the karst spring flow has complex dynamic characteristics, thus posting a great challenge to simulate and predict the dynamic process of karst spring flow which can reflect the characteristics of rainfall–spring flow in the karst basin. As a data-driven model, the machine learning model omits the necessity of considering complex physical processes, showing its significant advantages in the simulation and prediction of nonlinear system variables. Therefore, it provides an effective approach for simulation and prediction of karst spring discharge. However, the influence of the flow processes and hydrogeological conditions on the structure and simulation accuracy of machine learning model is still unclear. Among the machine learning algorithms, LSTM, as the most popular algorithm in recent years, is widely used in the simulation and prediction of various long-time series data. LSTM adds a cell state similar to "conveyor belt" in the hidden layer, and the cell state is adjusted by forgetting gate, input gate and output gate. This structure can effectively solve the long-term transportation and memory problems of time series data, and is more suitable for runoff simulation and prediction than the traditional neural network algorithm. In this study, for the processes of rainfall–spring flow in karst areas, two typical karst springs (hillside karst spring and outlet karst spring) representing different geomorphic units in Southwest China are selected. Through hyper parameter optimization, a double hidden layer and double input LSTM model are adopted to build a machine learning model of typical karst spring flow. The measured meteorological and hydrological data from 0:00 on January 1, 2017 to 24:00 on December 31, 2019 are used. 2017–2018 is the training period and 2019 is the validation period. The model has been trained and verified. Based on the simulation results, the influence of different rainfall–spring flow forming processes on the simulation accuracy of karst spring flow and the influence of karst hydrogeological structure on the response time lag of rainfall–spring flow are compared and analyzed. The results show that the Nash efficiency coefficients (NSE) for the hillside karst spring and the outlet karst spring were 0.942 and 0.951 in the training period, and 0.831 and 0.834 in the validation period, respectively. The model can well simulate the whole dynamic process of karst spring discharge in different geomorphic units, but there are significant errors in the simulation of flood peak in the rainy season. The formation process and variation of rainfall–spring discharge in the karst spring area have an important influence on the simulation accuracy of machine learning model. Compared with the model trained by the annual measured sequence, the model trained by the measured sequence in the rainy season can significantly improve the simulation accuracy of the karst spring flow in this season. The NSE of the hillside karst spring increases from 0.793 to 0.956, and the outlet karst spring increases from 0.798 to 0.962. The difference is most significant in May, June and July when rainstorms and flood are concentrated. Under the same precision of simulating spring flow, the time step of LSTM model of hillside karst spring is obviously smaller than that of outlet karst spring. When the simulation precision of the two types of spring flow is the highest, the time step of the model is 15 h and 28 h, respectively. This result can be combined with the actual geological structure. In karst areas, the development degree of the epikarst zone is closely related to the terrain, and its thickness usually decreases with the increase of the slope. Generally, the thickness of the epikarst zone on steep hillsides is less than that in flat depressions, and gradually increases from top to bottom along the hillsides. Compared with the water flow in the depression, the water flow in the aquifer of the hillside unit is rapid because it is controlled by the shallow epikarst zone, and it is easier to form the fast water flow with the large fissure as the channel, which may further show the rapid flow and rainfall response characteristics of the hillside karst spring. Therefore, affected by the development characteristics of the epikarst zone, the response lag time of rainfall–spring flow in the hillside karst spring area is less than that in the depression, and the time step of LSTM model of hillside karst spring flow is significantly smaller than that of the karst spring at the outlet of the basin.
Characteristics of faults and their controlling effect on geothermal energy in Eryuan county, Yunnan Province
JIN Wenzheng
2024, 43(1): 57-71. doi: 10.11932/karst20240105
Abstract:
As a kind of green and clean energy, geothermal resources are new and renewable and play an important role in the future energy frame. Due to the unique tectonic location and intense fault activities, there exist favorable geological conditions for the formation and flow of geothermal water in Yunnan Province, especially in its western area, so geothermal resources are very rich. In order to analyze the structural factors of the distribution of geothermal resources in Eryuan county, Yunnan Province, this study focuses on two basic topics of the structural characteristics and fracture development mechanism of the key fault zones in Eryuan county, and selects several hot springs as research objects in Sanying town, etc. Through field geological surveys, this study calculates the stress–strain properties of different faults and predicts the fracture distribution under the background of different faults and multiple fault combinations, based on which a three-dimensional spatial model of the fault structures and hot springs in the study area has been established, showing the spatial relationship between the faults and geothermal energy in the county.The study results on the faults show that there are many large fault zones developed in Eryuan county, mainly including Weixi–Qiaohou fault, Longpan–Qiaohou fault, Luopingshan fault, Heqing–Eryuan fault, Nandaping fault, Beipai–Zhengshengcun fault, etc. The fault trend is mainly NW–SE, with characteristics of multi-stage tectonic activity. Many scratches, steps and structural breccia can be found in the field, with obvious "compression-torsional" or "tension-torsional" characteristics. Several faults are cut and transformed by late tensile faults, and have typical "flower structure" on the cross sections. On the plane, the tectonic deformation in the west of the Beipai–Zhengshengcun fault is mainly ductile-brittle deformation in early tectonic uplift period. The area to the east of this fault is mainly brittle deformation, and the Neo-tectonic movement is manifested by obvious tectonic performance.The theoretical calculation results show that the footwall of normal faults and the hanging wall of thrust faults have large normal stress values and shear stress values. During the formation and evolution of the faults, the two strata mostly form tractive anticlines, and the top of these anticlines are generally in an extensional stress state. Under the effect of gravity and other stresses of the overlying strata, the footwall of normal faults and the hanging wall of thrust faults are more likely to develop fractures near the faults, providing geological space for the flow or accumulation of hot spring water.The analyses of the distribution of surface hot springs in Eryuan county show that the hot springs are mostly distributed in the areas with favorable fractures. The hot springs in Niujie town in the north of Eryuan county are located in the hanging wall of Heqing–Eryuan (thrust) fault zone, and at the intersection of late extensional faults. The outcrops of these hot springs are at relatively low altitudes. The hot springs near Eryuan county are located at the hanging wall of thrust fault (i.e. Beipai–Zhengshengcun faults), the arc turning of the fault, and the plane intersection of the NE secondary fault and the main fault. The hot springs in Sanying town are located at the intersection of Nandaping fault and multiple sets of normal faults in the northeast direction, at the foot wall of Nandaping fault at a relatively low altitude. A number of hot spring outcrops on the west side of Yousuo town are in beaded distribution on the plane, consistent with the north-south strike-slip faults (i.e., the Xunjiancun fault), and are located at the middle and south ends of the strike-slip faults, both of which are the intersection of the strike-slip faults and the north-east faults.To sum up, faults have an obvious control effect on the hot springs in Eryuan county. The big cutting depths of large strike-slip faults are conductive to the communication of the deep heat source. That is to say, as important channels for the upwelling of deep magma, these faults are geologically manifested that a number of magmatic intrusions or veins are distributed along strike-slip faults, with relatively high geothermal gradients. In the later stage, a large number of tensile faults are developed, generally in the northeast direction. Most of them are "open", and some of the transverse sections of the faults can be characterized by V-shaped structures. Hot spring water can generate underground runoff along the tensile faults. Since the footwall and hanging wall of the normal faults can be classified as fracture development zones, hot springs can be concentrated in these fracture zones, at the intersection of faults with different directions and at the pinch-outs of faults. Under the comprehensive influence of multiple factors such as altitude and Quaternary, hot water is exposed to the surface to form hot spring spots.
Hydrochemical characteristics and genesis of geothermal water in the Zunyi area, north Guizhou
LUO Wei, YANG Shijiang, PENG Jing, YUAN Yuyang, LI Shenghong, ZENG Xiangjian, ZHANG Xin
2024, 43(1): 72-83. doi: 10.11932/karst20240106
Abstract:
The Zunyi area in north Guizhou is located on the slope section transiting from the Yunnan-Guizhou Plateau to the Sichuan Basin. This area is geotectonically situated on the southwestern margin of the Yangzi plate, where Neoproterozoic strata to Cenozoic strata are exposed with the absence of Devonian and Cretaceous strata. Tectonically, the "Jurassic folds", developed and distributed in the NE or NNE directions, consist of alternating anticlinoria and synclinoria. Fracture structures are mostly distributed in the core of anticlines, spreading in the NE–SW direction or near SN direction. The study area is at normal geothermal temperature gradient and within the regional heat flow value. This area is rich in geothermal resources at low-medium temperature, and its hot springs (wells) are distributed near the fracture zones of anticlines. The thermal reservoirs in this area are mainly composed of dolomite of Cambrian Loushanguan Group and Sinian Dengying Formation.Generally, the insufficient research and unknown causal mechanisms have restricted the rational development and utilization of geothermal resources in this area. This study takes three hot springs and three geothermal wells distributed in the Zunyi area as research objects. Combining the regional geothermal geological data with the analysis of hydrochemical components and H-O isotope compositions of geothermal water, we explore the geothermal water source, the water-rock reaction process, and the elevation and temperature of recharge, calculate the thermal storage temperature, hot and cold water mixing ratio and thermal cycle depth, and summarize the genesis model of geothermal water, so as to provide a basis for the exploration, development and utilization of geothermal water resources in this area.The results show that the temperature of geothermal water is 29–48 ℃; the pH value is 7.30–7.95; the TDS is 187.95–2,322.74 mg·L−1, the δD and δ18O are −72.1‰ to −50.0‰ and −11.03‰ to −8.23‰, respectively. Hydrochemically, geothermal water falls into SO4-Ca·Mg, Cl·SO4-Na·Ca, HCO3-Ca·Mg, HCO3-Na·Ca and HCO3-Ca·Na·Mg types, with main beneficial elements of Sr, Li, H2SiO3 and F. Ca2+, Mg2+ and ${\rm{HCO}}_3^{-}$ in geothermal water mainly come from the dissolution of dolomite and calcite. Ca2+ in the geothermal water of Yanjinqiao and Tanchang may be added from the dissolution of gypsum in gypsum-rich dolomite or gypsum-salt layers, in addition to Ca2+ from dissolution of dolomite and calcite.${\rm{SO}}_4^{2-}$ ions mainly come from the dissolution of gypsum. Injections of ancient brines in the saline basin of Sichuan led to the enrichment of Na+, K+ and Clin the geothermal water of Yanjinqiao. The H-O stable isotope signature of the water samples indicates that the origin of geothermal water in the study area is atmospheric precipitation recharge. Based on the elevation effect and temperature effect, the elevations of the recharge areas of geothermal water are estimated to be 1,310.0–1,391.2 m, and the average annual temperatures range from 4.4 ℃ to 8.3 ℃. Comprehensive analyses indicate the recharge area is located in Dalou mountain in the central part of the study area. Na-K-Mg triangular diagram shows that the geothermal water in the study area is the unmature water. The reservoir temperatures are 53–95 ℃ by the silica temperature scale, and the reservoir depths are 1,372–2,633 m. The percentages of cold water mixing with geothermal water estimated by the silica-enthalpy model are 76%–92%.Groundwater in the Dalou mountain area is replenished by atmospheric precipitation infiltration, and seeps into the thermal reservoir of Cambrian and Sinian dolomite along the exposed area of Permian-Triassic carbonate bedrock or tectonic fracture zones. Then, under the influence of geothermal gradients, groundwater absorbs heat and increases temperature, forming geothermal water. While becoming warming by increasing temperature, groundwater carrying CO2 reacts with dolomite (mainly composed of dolomite with a small amount of calcite, gypsum, and other minerals) within the thermal reservoir to form geothermal water rich in Ca2+, Mg2+, ${\rm{HCO}}_3^{-}$, and ${\rm{SO}}_4^{2-}$. In the Renhuai area, groundwater reacts with gypsum-salt beds of the Dengying Formation and gypsum-rich dolomite rocks of the Loushanguan Group to form geothermal water with high and moderate concentrations of Ca2+ and ${\rm{SO}}_4^{2-}$ within the respective thermal reservoirs. Under the action of head pressure, geothermal water is transported along the karst pores, caves or tectonic fissures in the thermal reservoir. Some of the geothermal water is channeled to the surface by NE–SW oriented water-blocking fractures, and is exposed to form natural hot springs at low temperature. Due to the encirclement of the upper overburden (clastic rock), part of the geothermal water gathers in the deep carbonate thermal reservoir to form a pressurized geothermal water reservoir (anticlinal core), which is drilled by human, and geothermal wells come into being.
Structural characteristics of geothermal reservoirs in southwest Guizhou: Taking Pingdong geothermal reservoir in Wangmo county as an example
TU Mingjiang, ZHAO Liangjie, LI Qiang, CHEN Gang, WANG Ruofan, WANG Yuankun
2024, 43(1): 84-91. doi: 10.11932/karst20240107
Abstract:
As future advantageous resources as well as renewable energy sources, geothermal resources are widely distributed and used due to their large reserves. They are also clean, environmental and recyclable. Therefore, the development and utilization of geothermal resources has become an important means of global energy transformation and mitigation of global warming. In this context, understanding the dynamics of geothermal fluid movement and the distribution characteristics of geothermal resources in the study area becomes important before the development of these resources. Such knowledge is essential for harnessing the full potential of geothermal energy in the area under consideration. The development of geothermal resources based on geothermal temperature gradients is controlled by regional geothermal reservoir structures and water-conducting structures. In order to gain a deeper understanding of the circulation mechanism of the geothermal fluids in the study area, this study takes Pingdong geothermal reservoir in Wangmo county of Guizhou Province as the research object, and analyzes the lithological characteristics, thermal reservoir structures, water-conducting structures, characteristics of geothermal fields, and hydrochemical characteristics of geothermal fluids in this area on the basis of the geological survey and the structural characteristics of geothermal reservoir exposed by ZK1 borehole. The results show that the study area is located at a national key metallogenic zone—the Youjiang rift of Jiangnan composite orogenic belt at the north of Youjiang metallogenic zone, i.e. Shangli geoanticlinal inclined end of the combination part of NW Wangmo fold belt in the foreland basin and the deformation area of EW Ceheng closed fold. The tectonic stress is concentrated in this area. Geothermal fluids in the study area receive atmospheric precipitation and are replenished along the distribution area of carbonate rock in the core of the Shangli geoanticline on the northwest side. Then they fall into deep circulation along the fissure and fracture zones and converge in the geothermal reservoir (from the reef limestone to the limestone of Houziguan Formation) and in the fault-fracture zone of western Wangmocheng. After the interaction with the surrounding rocks, the geothermal fluids carry out the deep circulation from northwest to southeast, during which they continuously absorb the heat flow transmitted upward from the deep part of the earth's crust through deep faults. The heated and upwelling geothermal fluids move upward due to the buoyancy produced by volume expansion (decreasing density). The fluids at low temperature in the upper part move under gravity due to high density, forming a deep circulation system of the geothermal water in this area. Geothermal fluids in the study area are enriched in the fault-fracture zone of western Wangmocheng and in the combination part of the Permian reef limestone and the limestone of Houziguan Formation in the thermal reservoir. The runoff process of geothermal fluid is mainly affected by the fault structure. The recharge, runoff and discharge conditions of underground geothermal water in the study area generally follow the hydrogeological conditions of deep circulation. The geothermal resources in the study area show typical convective characteristics of folds, uplifts and faults. The analysis of Piper's three-line diagram shows that the hydrochemical type of geothermal fluids and shallow groundwater in the study area is HCO3-Ca-Mg type, which is mainly controlled by carbonate minerals in thermal storage aquifers (Pjh and P2h). The warming process of geothermal fluid is mainly controlled by the geothermal temperature gradient, with the average of 2.34℃·(100m)−1. The thermal storage structure and water-conducting structure also have a certain influence on the warming contribution. This research contributes significantly to our comprehension and prediction of the movement patterns of geothermal fluids and the distribution traits of geothermal resources. As a result, it offers invaluable reference for the development of geothermal energy in other analogous geothermal reservoirs within Southwest Guizhou.
Quantitative analysis of dissolved inorganic carbon sources in water bodies in the Lujiang river basin
LI Danyang, ZHANG Liankai, LI Canfeng, WANG Xiaoyu, WANG Xingrong, YANG Zhenfei, QIAN Longteng
2024, 43(1): 92-104. doi: 10.11932/karst2023y35
Abstract:
The watershed carbon cycle is an important part of the global carbon cycle, playing an important role in seeking global carbon sinks that have been missed. Dissolved inorganic carbon (DIC) is one of the important indicators for studying the carbon cycle of water bodies in the basin. As an important component of terrestrial ecosystems, karst water bodies containing high DIC concentrations play an important role in the global carbon cycle. The Lujiang river basin, a typical development area of karst graben basin, is an applicable place for us to study the carbon migration and transformation of water bodies. In order to study the hydrochemical types and sources of DIC in the rivers of the Lujiang river basin, sampling data of hydrochemistry and carbon isotope from 14 surface water points, 8 underground river points, and 10 spring points during the rainy season were analyzed. It is believed that exploring the proportional contribution of DIC sources in different water bodies may help to understand the sources and cycles of groundwater DIC under the influence of human activities, providing scientific references for water resource management.Firstly, this study determines the hydrochemical types of different water bodies through the Piper trilinear map and Schukalev classification. The results show that regardless of the type of water body in the study area, the hydrochemical type in the drainage basin is mainly HCO3-Ca, belonging to the "type of carbonate rock weathering". Due to the long interaction time between water and rock, the rock weathering in groundwater is more obvious than in surface water. Secondly, the analyses of ion sources in water bodies by Gibbs plot indicate the consistency in the hydrochemical composition, changes, and origin mechanisms between groundwater and surface water. The controlled mechanism belongs to the "leaching type of rock weathering". Thirdly, due to the widespread distribution of carbonate rocks in the study area, an analysis has been conducted on carbonate rock dissolution in order to distinguish the relative contribution of limestone and dolomite dissolution to the chemical ion compositions of water bodies in the watershed. It is found that there are additional sources of Mg2+ and Ca2+ in the surface water of the Lujiang river basin, while other acids participate in the chemical weathering reaction in the water bodies of the underground river points and spring points. Furthermore, it is determined that ${\rm{SO}}_4^{2-}$ and ${\rm{NO}}_3^{-}$ are involved in the rock weathering in the basin, which has caused a large disturbance to the hydrochemical characteristics of water bodies in the basin. The Lujiang river basin is mixed with carbonate and silicate rocks. Therefore, the main sources of ${\rm{HCO}}_3^{-}$ in water are classified into three types: carbonate rocks weathered and dissolved by carbonic acid, carbonate rocks weathered by sulfuric acid/nitric acid, and silicate rocks weathered by carbonic acid. Based on the quantitative analysis by ion ratio method, carbonate rocks weathered by carbonic acid contribute average 68.8% to HCO$_3^{−}$, carbonate rocks weathered by sulfuric acid/nitric acid 27.2%, and silicate rock weathered by carbonic acid 3.9%. During the weathering process of water bodies in the Lujiang river basin, carbonate rocks are mainly weathered by carbonic acid. Finally, the verification by carbon isotope method has been compared with the measured values to show that the theoretical average values of underground river water and spring water δ13CDIC_Th are relatively close, while the values of surface water are positive too, indicating that the source of DIC in surface water is not only controlled by rock weathering, but also by biogeochemical processes within river water bodies. In comparison, the areas of surface rivers are more significantly affected by human activities with severe urbanization and agricultural activities.
Restriction of bedrock to calcium ion migration in the Shuibian river basin of northern Guangdong Province
TU Xu, WEI Xinghu, ZENG Faming
2024, 43(1): 105-113. doi: 10.11932/karst2023y036
Abstract:
As a highly researched topic in hydrochemistry, rock weathering is a key factor in controlling the hydrochemical characteristics in a watershed. In karst watersheds, the weathering of carbonate rocks has a significant impact, leading to high levels of Ca2+ and Mg2+ cations, as well as ${\rm{HCO}}_3^{-}$ anions in water. In small non-karst watersheds, the dominant cations are Na+ or K+, with lower levels of Ca2+, and the main anions are Cl, ${\rm{NO}}_3^{-}$, and others. Calcium is a vital element that plays a crucial role in the structure and functioning of karst ecosystems. Therefore, understanding the differences in Ca2+ concentrations and the interactions between external water and karst water is essential for accurately assessing the hydrochemical impact of bedrock on karst watersheds. The Shuibian river is a typical karst river located in the northern part of Guangdong Province, China. It spans a distance of 78 kilometers with an average gradient of 1.8‰. Its geographical coordinates are E112° 42' 13.511"–E113° 15' 3.730", and N24° 21' 28.22"–N23° 55' 34.61". The total area of its basin is approximately 857 square kilometers. The region where the river is situated falls under a subtropical monsoon climate, characterized by hot and humid summers. The prevailing warm and moist airflow comes from the south in summer. The average annual temperature ranges from 17.5 ℃ to 20.7 ℃, and the average annual precipitation is between 1,830–1,879 mm. The climate exhibits distinct wet and dry seasons. The wet season lasts from March to September, accounting for over 70% of the annual rainfall, while the dry season occurs from October to February, with less precipitation. The research area is predominantly composed of four different types of bedrock: sandstone, carbonate rock, granite, and conglomerate. To explore the impact of weathering processes of these various bedrock types on the chemical composition of surface water in karst regions, this study focuses on a representative karst watershed called the Shuibian river in northern Guangdong Province. The main objective of this study is to investigate the changes in calcium concentration ([Ca2+]) in the water body and understand the mechanisms of calcium migration within the watershed. To achieve this, a total of 28 sampling points were strategically placed along the main stream of the Shuibian river, with an additional 25 sampling points along 9 significant tributaries. These sampling points were spaced at an interval of approximately 3 kilometers covering a distance of 78 kilometers downstream from the upper reaches. Sampling had been conducted over a period of five years, from January 2016 to July 2020, encompassing both the dry season (January) and the wet season (July) each year. A total of 683 water samples were collected during these time periods. In addition to measuring water width, depth, and flow velocity at each sampling point, on-site measurements of conductivity, salinity, temperature, pH, and dissolved oxygen were also performed. By analyzing the data collected through this comprehensive five-year study, the aim is to determine the contribution of weathering processes of different rock types to the transport of calcium in the main stream water, as well as to understand the underlying mechanisms of calcium migration in the karst watershed. The results indicate as follows: (1) There are significant differences in the [Ca2+] levels of the tributaries with different types of bedrock, especially during the dry season. The [Ca2+] levels in the tributaries with carbonate rock are 3.8 times higher than those in tributaries with granite, 4.7 times higher than those in tributaries with sandstone, and 14.9 times higher than those in tributaries with conglomerate rock. (2) After the convergence of tributaries with different types of bedrock into the main stream, there is a delayed hydrochemical change that exhibits seasonal variations. Specifically, when the tributaries with carbonate rock converge, the [Ca2+] levels in the main stream water increase with a delay, while other tributaries dilute the [Ca2+] levels, resulting in a more pronounced dilution effect during the wet season compared to that during the dry season. (3) Through statistical analysis, it is found that the tributaries with carbonate rock account for 28% of the watershed land area, but they contribute 83% to the [Ca2+] levels in the watershed water. This indicates that the weathering of carbonate rock in karst watersheds plays a significant role in constraining the migration of calcium elements. (4) From 2016 to 2020, the average calcium flux transported by the Shuibian river to the Lianjiang river was 7.2×104 t·a−1. The average transport during the wet season was 5.8×104 t·a−1, while during the dry season, it was 1.4×104 t·a−1. However, it is important to note that the increase in soluble Ca2+ concentration caused by the dissolution of deposited CaCO3 in the water is approximately 30% of the total output. Therefore, the calcium migration process in the watershed water, which is transported in the form of CaCO3, also requires special attention.
Study on spatiotemporal evolution of rocky desertification in the pilot zone for sustainable development: A case study of Gongcheng county
TU Chun, LUO Weiqun, JIANG Zhongcheng, LIU Shaohua, HU Zhaoxin, TANG Qingjia, WU Zeyan, ZHANG Biao
2024, 43(1): 114-125. doi: 10.11932/karst2023y039
Abstract:
The karst area in Southwest China is an important region for the implementation of sustainable development strategies in China, as well as an area with extremely fragile ecological environment and concentrated distribution of rocky desertification. As a "National Pilot Zone for Sustainable Development" and "National Pilot Demonstration Zone for the Innovative Sustainable Development Agenda", Gongcheng Yao autonomous county of Guangxi is an important demonstration area for the coordinated development of karst landscape resource conservation and special ecological agriculture. Therefore, exploring the spatiotemporal evolution and the driving mechanism of rocky desertification in this area can provide an important scientific basis for the comprehensive management of rocky desertification, and the protection and restoration of karst ecosystem in China's pilot zones for sustainable development. Based on remote sensing images of Landsat series satellite from 2000, 2005, 2010, 2015, and 2021, this study extracted information on rocky desertification by the interpretation of human-computer interaction, and quantitatively analyzed the spatiotemporal evolution law of rocky desertification in Gongcheng county. Meanwhile, by combining data of carbonate rock and land use, this study revealed the inherent driving mechanisms of geological conditions and land use changes about the evolution of rocky desertification in Gongcheng county. The study results show that the rocky desertification in Gongcheng county experienced three stages: accelerated deterioration from 2000 to 2005, rapid improvement from 2005 to 2015 and slow deterioration from 2015 to 2021. The total area of rocky desertification ranged from 88.96–229.55 km2. From 2000 to 2005, the rocky desertification in Gongcheng county shifted from no rocky desertification to mild and intermediate rock desertification, and reversely, it showed improvement from 2005 to 2021. The rocky desertification presented a spatial pattern of development from north to south in Gongcheng county. Xiling town, Lianhua town and Ping'an town were the main areas where rocky desertification occurred, accounting for 55.47%–61.31% of the total rocky desertification area of the county. In 2005 and 2010, when the rocky desertification was relatively severe, it was mainly at a moderate level in Xiling town, while it was mainly at a mild level in other years. In addition, the rocky desertification of Gongcheng county mainly occurred in the limestone area, accounted for 71.42%–75.85% of the total rocky desertification area of this county. But the rocky desertification area in orchards and shrub land accounted for 35.92%–39.21% and 31.77%–31.86% of the county’s total area, respectively. The study results indicate that there exist strong karstification, severe soil erosion/leakage, and insufficient materials and slow rates of soil forming due to the wide distribution of pure limestone in Gongcheng county. Besides, the long-term cultivation of single economic fruit forests such as peaches and plums in orchards has led to a decline in fruit tree quality, and a large number of fruit trees have been cut down in recent years, resulting in an exacerbation of rocky desertification. Therefore, the local authority in Gongcheng county should consider constructing three-dimensional ecological planting model in the karst areas such as Xiling town, Lianhua town and Ping'an town during the comprehensive treatment of rocky desertification, so as to promote the coordinated and sustainable development of ecological industry, rocky desertification control and social economy.
Benefit evaluation of comprehensive control of rocky desertification in Southwest Guangxi and the coupling and coordination relationship
HUANG Lifang, QIN Xingming, HU Baoqing, HUANG Simin, WEI Wenwen, ZHANG Lili, CHEN Siqi, LAI Ruyun, CHEN Hantang
2024, 43(1): 126-136, 208. doi: 10.11932/karst2023y028
Abstract:
Exploring the effectiveness of the pilot project on comprehensive control of rock desertification since its launch by China's government is of great significance for regional sustainable development. Jointly affected by the karst surface-underground geological structure and human activities, the natural ecological environment is fragile in southwest Guangxi, with frequent droughts and floods, severe soil erosion and rock desertification. Consequently, the socio-economic development in this region is relatively lagging behind. With the support of national policies, southwest Guangxi has been comprehensively carrying out projects of controlling rocky desertification, promoting the control of rocky desertification and poverty alleviation in a coordinated manner. According to "Thirteenth Five-Year Plan for Comprehensive Control of Rocky Desertification in Karst Areas of Guangxi Zhuang Autonomous Region", southwest Guangxi is designated as an area for the control of cluster-peak depression, in which comprehensive control of rocky desertification has been carried out in terms of building ecological barriers, protecting biodiversity, and promoting the protection and the comprehensive utilization of water and soil resources. In order to further investigate the effectiveness of controlling rocky desertification in cluster-peak depression of southwest Guangxi, this study constructed an index system for evaluating the benefit of rocky desertification control from ecological, economic and social perspectives, and analyzed the effectiveness of the control in each county/district of southwest Guangxi in 2010, 2015 and 2020 by this index system.The results show that, (1) Benefit indexes of rocky desertification control in southwest Guangxi during 2010–2020 are ranked as follows: ecological benefit > social benefit > economic benefit. Among these indexes, the ecological benefit increased the most; social benefit grew slowly; economic benefit increased at a lower rate. The regional ecological environment and socio-economic conditions have been improved to a certain extent, showing overall benign development. (2) Counties/districts of southwest Guangxi have experienced differences in the effectiveness of rocky desertification control over the past 10 years. The northwestern and central regions have been maintaining high ecological benefits, while the areas with high economic and social benefits are mainly located in the main urban area of Nanning City and the areas under the jurisdiction of Binyang county and Hengzhou City in the southeast under the context of the "strong capital strategy", indicating that there is still much room for improvement in the effectiveness of rocky desertification control. As a result, the southeastern region should strengthen ecological and environmental protection, while the northwestern region should improve its socio-economic development. (3) The average values of the coupling and coordination degree of "ecological–economic–social" benefits are between 0.47 and 0.51, which is on the verge of disorder and barely coordinated state. The coupling and coordination relationship among the benefits of rocky desertification control in each county/district in 2020 showed lagged effects in different degrees, and the lagged economic and social benefits are the key factors limiting the effects of rocky desertification control. This indicates that the level of socio-economic development lags behind ecological governance in the control of rocky desertification. In the subsequent control of rocky desertification, it is necessary for us to focus on ecological and environmental protection and to accelerate high-quality socio-economic development as well.
Vegetation restoration model and suggestions on its optimization in rocky desertification areas of Yunnan Province
DUAN Huachao, ZHENG Xinhua, LI Shimin, LI Yanyan, YE Lan, JING Huizhu, LUO Runwen, TANG Yong, DONG Qiong
2024, 43(1): 137-146. doi: 10.11932/karst2021y13
Abstract:
Yunnan is located in the center of the east-Asian karst area, one of the three largest karst areas in the world. Rocky desertification is widespread in the area, which seriously restricts the sustainable development of local social economy. In this study, we summarize the research status and achievements of rocky desertification in Yunnan mainly from three aspects, rocky desertification zoning, governance model and vegetation restoration in rocky desertification areas. The results show that rocky desertification areas in Yunnan are divided into 2 large areas and 5 small ones. After years of exploration, 23 kinds in 4 categories of rocky desertification control models have been formed, and 435 kinds of plant species can be used for ecological restoration in rocky desertification areas, including 376 species of shrubs and 59 species of herbs. Finally, combined with geographical location, climate and altitude, this paper preliminarily summarizes the suitable restoration vegetation, and points out the shortcomings in the studies on the control of rocky desertification, so as to provide an important theoretical reference for the subsequent research on the restoration and control of rocky desertification vegetation.
Research progress on karst rocky desertification in Southwest China and the Qinba region of Shaanxi Province
HE Kaikai, CHEN Qingmin, CHENG Xing, YANG Zhiguo, HAN Jing, CAO Jiangtao, AI Hao, ZHANG Wenshuo
2024, 43(1): 147-162. doi: 10.11932/karst20240108
Abstract:
Southwest China is one of the three largest continuous karst clusters in the world; therefore, studies on karst rocky desertification in this area are very important. For more than 20 years' control, the decreasing area and risk of karst rocky desertification has contributed to the continuous ecological improvement. Nowadays, studies on rocky desertification mainly focus on the eight provinces in Southwest China, which have been designated as rocky desertification monitoring areas by the Chinese government. After the first phase of the comprehensive control project for karst rocky desertification in 2016, the expansion trend of rocky desertification in the southwest region was effectively curbed. Subsequent articles published tend to focus on analyzing the current situation, comprehensive management, or species adaptability of rocky desertification monitoring areas. However, the Qinba region in Shaanxi Province is located outside the monitoring area. In the process of studying the karst geological relics of the Zhenba Sanyuan Tiankeng Group, signs of rocky desertification have been found, but there still exists a research gap in the investigation and research on karst rocky desertification in this area which is one of the areas with the richest biodiversity in China, known as "ecological lung", "central water tower" and "biological gene bank". Unfortunately, this area is burdened with poverty, so the investigation and study of karst rocky desertification in the Qinba region of Shaanxi Province is of great significance to ensure green and high-quality development and ecological civilization construction.In this paper, by analyzing the current situation of karst rocky desertification in Southwest China, we summarized its harm to the ecological environment and social economy, clarify natural and human factors resulting in rocky desertification, and integrate the typical treatment experience in Southwest China. We also introduce three technical methods, including remote sensing interpretation, UAV remote sensing survey and analysis of carbonate dissolution rate, to provide a scientific basis for studies on karst rocky desertification in the Qinba region of Shaanxi Province.Study results show that the area of karst rocky desertification in the Qinba region covers 63.37 km2, and the areas of severe, moderate and mild rocky desertification cover 17.97 km2, 21.60 km2 and 23.80 km2, respectively. Based on the survey results, there are both regional differences and some similarities in distribution patterns in the areas of rocky desertification development. Specifically, the degree of rocky desertification in the limestone area is more severe than that in the dolomite area. It is also more severe in the area with developed water system than that in the arid and semi-arid area, and the more active the new structure is, the more severe the rocky desertification is. Compared to the Southwest China, the degree of karst rocky desertification in the Qinba region of Shaanxi Province is relatively light, with a smaller distribution area, mainly due to the less rainfall in the study area. The karst rocky desertification in Beiyang mountain of Zhen'an county is the most severe, with an area of 7.28 km2. In the 1960s, a large-scale free-range of livestock severely damaged vegetation. The indiscriminate deforestation by humans further exacerbated the process of rocky desertification. The rocky desertification in Hailuogong village of Shanyang county is also severe, covering an area of 5.83 km2, because the landform in this area is a typical peak-cluster depression, which is likely developed into rocky desertification. The contradiction between people and land needs to be solved urgently.In conclusion, more monitoring and research efforts are needed in Beiyang mountain and Hailuogong where the rocky desertification is severe. Firstly, we should clarify the causes of rocky desertification in the Qinba region and compare them with the causes in Southwest China to determine whether the rocky desertification is mainly resulted from natural factors or human factors. Secondly, we should know how to clarify the causes of karst rocky desertification in the Qinba region; for example, we can dynamically monitor the change of rock desertification by field verification, remote sensing interpretation, climate change analysis, etc. We can also calculate the contribution rate of each influence factor by geographical detector model. Thirdly, we should further study influence factors of karst dissolution rate. We can monitor physical and chemical properties of soil (soil moisture, carbon dioxide concentration, pH, organic matter content and porosity) in areas with moderate to severe rocky desertification, and analyze the relationship between dissolution rate and physical and chemical properties of soil in rocky desertification areas. Finally, in order to provide basic data for carbon neutrality research in Shaanxi, we should conduct studies on the carbon sink of rocky desertification areas in the Qinba region, with the methods such as dissolution test pieces and hydrochemical runoff.
Suitability evaluation on construction of planned urban areas in Guilin based on AHP method and GIS platform
WANG Xinwei, ZHANG Lili, GUO Shangqi, YE Zongda, JIANG Fan
2024, 43(1): 163-175. doi: 10.11932/karst2023y026
Abstract:
The engineering construction of karst city is often affected by karst geological hazards. Guilin City is a typical representative of karst city; therefore, we should consider the influence of karst hazards when analyzing the suitability for engineering construction in planned urban areas of Guilin. In this study, we established a method for evaluating the construction suitability based on the analytic hierarchy process (AHP) on the geographic information system (GIS) platform. Firstly, the landform of planned urban areas in Guilin is mainly composed of peak-cluster depression, peak-forest valley, peak-forest plain, isolated peak plain, karst-ridge valley, karst-hill plain, low mountain with steep hillslope, hill, hill with gentle slope, and undulating hills. The areas intensely developed with karst are mainly located along the banks of the Lijiang River and in the Lingui district. The areas with karst development at a medium level are located in the middle and southwestern parts of Guilin City and on the periphery of the Lijiang River banks. The areas with weak karst development are mainly located at the Yanshan district, Dingjiang town, and southwestern Lingui district. The groundwater types of the study area are mainly composed of carbonate karst water, impure carbonate cave-fissure water, and clastic bedrock fissure water. For the suitability evaluation of engineering construction in planned urban areas of Guilin, the topographic slope, geomorphic unit, bearing capacity of soil foundation, bearing capacity of rock foundation, special soil distribution, soil thickness, soil structure, groundwater depth, surface water system, karst influence, and fault factors are selected as evaluation indexes, all of which have passed the consistency test of judgment matrix. The weight of these eleven evaluation indexes was calculated by AHP. Then, the engineering construction suitability index (P) was computed from multi hierarchy evaluation with AHP. The P values can be classified as P≥5.00, 2.50≤P<5.00, 1.00≤P<2.50, and P<1.00, which may respectively fall into the category of suitable area, relatively suitable area, poorly suitable area, and unsuitable area for engineering construction. The zoning of planned unban areas in Guilin was visualized based on the suitability for engineering construction on the GIS spatial platform. Finally, in terms of the zoning based on suitability for engineering construction, six sites were chosen and were verified that the zoning by AHP method is consistent with that by field engineering drilling surveys. The consistency may indicate the reliability of APH method with GIS platform.Main conclusions can be drawn as follows,(1) The impact indexes of suitability for engineering construction of the study area include topography (slope degree and geomorphic unit), engineering geological conditions (bearing capacity of soil foundation, bearing capacity of rock foundation, special soil distribution, soil thickness and soil structure), hydrological conditions (groundwater depth and surface water system), and unfavorable geological condition (karst influence and fault factors). (2) Planned urban areas in Guilin are generally suitable for engineering construction, because suitable and relatively suitable areas account for 3.1% and 48.3% of the total area respectively, which can meet the land use needs of recent urban development planning and major infrastructure projects. However, the poorly suitable areas account for 11.4%, which are unsuitable for large-scale engineering construction and require necessary engineering treatment in practical construction. Unsuitable areas account for 37.2%, mostly located at medium-sized mountain, peak-cluster, and isolated peak. The site selection of major construction should be avoided in the unsuitable area. (3) If the major construction site is selected in a poorly suitable area, measures should be taken to prevent and control the existing and induced geological disasters and uneven settlement of foundations. The unsuitable area is proposed to be planned as the ecological land, which can serve as the ecological barrier for Guilin.
Suitability evaluation of utilizing urban underground space in the karst area in Gui'an New Area
LI Hao, YANG Qiang, LUO Xuan, WANG Binghu, SHAO Changqing, WANG Siyuan, LE Qilang
2024, 43(1): 176-187. doi: 10.11932/karst2021y38
Abstract:
In recent years, with the continuous acceleration of urbanization in China, the development and utilization of ground space and aboveground space have gradually become saturated, and various "urban diseases" such as traffic congestion, land resource shortage, ground noise are increasingly severe. Therefore, reasonable development and utilization of urban underground space is of practical significance to alleviate the scarcity of urban resources, improve environmental conditions, and enhance the quality of residents' life. Located in a typical karst mountainous area on the plateau of central Guizhou, Gui'an New Area not only faces common problems in its urban development such as insufficient land for human due to the unique karst landform of this area, but also faces many engineering geological problems such as karst collapse, mud and water inrush during the development and utilization of underground space. At present, the utilization of urban karst underground space in Gui'an New Area is still in the early stage of planning and implementation. It is necessary to investigate the structural characteristics of underground space, explore and demonstrate the methods applicable to evaluate the suitability of utilizing underground space in karst areas before the large-scale development of underground space.Based on the planning of constructing urban underground space in Gui'an New Area, this study takes the ecological new town in Gui'an New Area as an example. According to different karst hydrogeological units (water-bearing media), it proposes a conceptual model for underground space utilization through comprehensive geological surveys, engineering surveys, and groundwater dynamic monitoring. This study also establishes a suitability evaluation system and method for utilizing underground space according to different zones and layers with groundwater system units. The suitability evaluation of underground space utilization in typical karst areas has been conducted by using the ArcGIS platform, and targeted suggestions have been proposed.The research results indicate as follows, (1) For the utilization of semi-underground space, 14.97% of the space may fall into the grade of very high suitability, 21.14% of high suitability, 22.36% of low suitability, and 41.52% of very low suitability. Due to the degree of terrain undulation and rock fragmentation of the strata, the unsuitable area for utilization in semi-underground space is mainly concentrated in the fault zone and the area at relatively low elevations. In the areas with high levels of engineering excavation and subway construction, the availability of semi-underground space is also relatively low.For the utilization of shallow underground space, 10.54% of the space may fall into the grade of very high suitability, 33.52% of high suitability, 33.28% of low suitability, and 23.66% of very low suitability. Shallow underground space mainly falls into the utilization grades of low and very low suitability because it is generally affected by geological structure, stratigraphic lithology, surface water system, karst development degree, and human excavation. The area with high suitability for utilization is located in a small part on the east side of the high-speed railway station, but it is controlled by the karst groundwater system. Consequently, this area is difficult to be utilized and the excavation is likely to change the groundwater flow field, which can cause problems such as karst water gushing, mud bursting, or karst collapse. For the utilization of sub-shallow underground space, 27.3% of the space may fall into the grade of very high suitability, 16.64% of high suitability, 26.45% of low suitability , and 29.6% of very low suitability. The grades for the use of sub-shallow underground space mainly fall into low and very low suitability (totaling 56.05%). The utilization of sub-shallow underground space is greatly influenced by the development level and structure of groundwater and karst, but is not closely related to the engineering construction and utilization of semi-underground space. The utilization of underground space is significantly controlled by the construction of shallow subways and other engineering projects. Overall, the geological environment conditions of sub-shallow layer are slightly poor, and the rock mass in the structural and karst development areas is broken, which increases the difficulty and cost of underground engineering construction. To prevent environmental geological problems like the water inflow of foundation pit and karst collapses, it is recommended to take reasonable measures such as the foundation pit enclosure during underground engineering construction.(2) The establishment of evaluation method based on the units of groundwater system and the ArcGIS platform is convenient and practical, and the reliability of evaluation results have been verified.(3) The underground space in karst areas is significantly constrained by factors such as karst collapses, geological structures, karst pipeline development, and conditions of groundwater recharge and drainage. Before the development and utilization of underground space in karst areas, it is recommended to accurately delineate the groundwater system, investigate groundwater dynamics, take precautions to geological disasters such as water inrush and karst collapse, conduct suitability evaluations, comprehensively analyze the types of underground space utilization and limiting factors, and clarify karst hydrogeological conditions. For areas with low suitability, reasonable planning or preliminary engineering treatment should be carried out to obtain ecological, economic, and environmental benefits in a coordinated way. Under the premise of scientifically protecting underground space resources and the ecological environment, the maximization of development and utilization benefits should be achieved.The evaluation results are significant for the guidance of constructing Gui'an Station, Metro line S1, and the surrounding underground comprehensive pipe galleries in Gui'an New Area. The results are also of practical significance for promotion of the scientific development and utilization of underground space, protection of resources and ecological environment, and prevention and control of geological disasters in karst areas.
Distribution characteristics and genesis analysis of geological relics in Zhaoyang district, Zhaotong City, Yunnan Province
WEI Zeyi, LI Xiangdong
2024, 43(1): 188-200. doi: 10.11932/karst2023y038
Abstract:
Geological relics are one of the important components of geoscience culture, so studies on their distribution characteristics and genesis are helpful to the effective investigation and evaluation of the landscape resources in geological relics. Zhaotong City is located on the southeastern margin of the Tibetan Plateau in the northeastern Yunnan Province of Southwest China. It belongs to the Yangtze plate of South China, which is located at the southwest edge of the Yangtze block—a secondary tectonic unit within the plate. The formation and distribution of landscapes of geological relics in Zhaoyang district are closely related to the formation and evolution of the Zhaotong intermountain basin. On the basis of detailed field investigations of geological relics, this study comprehensively classifies and analyzes the genesis of various geological relics in Zhaoyang district of Zhaotong City in northeastern Yunnan Province. The strata in the Zhaoyang area are fully exposed, ranging from the Cambrian Meishucun Formation (Zhongyicun member of Dengying Formation) to the Quaternary system (Neogene). The Cambrian and Ordovician systems are mainly exposed in Yanshan township and Dazhaizi township by the Jinsha river, and are mainly buried deep underground in other areas. The Meishucun Formation at the bottom of the Cambrian is a phosphate-bearing rock series, with the upper Qiongzhusi Formation and Canglangpu Formation being a combination of terrigenous sandstone and mudstone. The Longwangmiao Formation to the Erdaoshui Formation and the Ordovician Formation at the top of the lower Cambrian are mostly composed of carbonate rocks. Meishucun Formation at the bottom of the Cambrian is composed of the phosphorus-bearing rock series. The upper Qiongzhusi Formation and Canglangpu Formation are the combination of terrigenous sand and mudstone. The top of the lower Cambrian Longwangmiao Formation to the Erdaoshui Formation and the Ordovician are mostly composed of carbonate rocks. The combination of terrigenous sand and mudstone, accompanied by muddy limestone, is developed in Hong'anpo Formation of the Silurian system to the upper part of middle Devonian. Thick carbonate deposits are developed in Qujing Formation at the top of middle Devonian to the Maokou Formation of the lower Permian. From the Xuanwei Formation at the top of Permian to the Cretaceous, there are only sporadic outcrops—mainly terrigenous sand and mudstone—in Zhaoyang district. The Paleogene mainly consists of sand, mudstone and thick lignite. The bottom of the Neogene is mainly composed of conglomerate with a small amount of limestone and sandstone; the clay soil is interbedded with gravel in the middle part; the grey clay soil is interbedded with siltstone at the bottom. The Quaternary system is filled with swampy sediments of clays, silts, etc. and abundant biological fossils, such as ostracods, stonewort, ichthyodont and viviparus. The results show that the geological relics of Zhaoyang district can be divided into western region and eastern region. The western region is a basalt platform like Dashanbao, including volcanic landform, plateau lakes and wetland. The eastern region takes carbonate rock karst landform of Zhaotong mountain basin as the center by paleontological fossil landscape. The abundant lithology, like carbonate rock, shale, sandstone, basalt and so on, contributes to karst development and karst geomorphology difference. The tectonic landforms formed by different degrees of fault-fold are the main factors of the differentiation of geological relics. Under background of stratigraphic lithology and tectonic geomorphology, hydrologic conditions provide external dynamic factors for abundant geological landscapes. Our research is of great scientific value of geological relics resources in Zhaotong, and also provides a basis for studies on mammal fossils in Late Neogene. It is concluded as follows, (1) Geological relics of Zhaoyang district in Zhaotong City include canyon landform, volcanic landform, karst landform, plateau lake, wetland and fossil landscape, etc., with great value of tourism. (2) Abundant stratigraphic lithology is the basis for the development of different geological relics. Two sets of outcrops of carbonate rocks widely shaped the modern geological landscape with karst landform and water landform in the study area. Vertically, the strata of Zhaoyang district are characterized by an interphase pattern of three sets of water-resisting rock series and two sets of water-bearing rock series, being the geological foundation of geological relics. From the bottom to the top of strata are distributed the water-resisting rock series mainly composed of mudstone from the Cambrian Qiongzhusi Formation to the Canglangpu Formation, the water-bearing rock series composed of carbonate rock and diamictite from the Cambrian Longwangmiao Formation to the Ordovician Daqing Formation, the water-resisting rock series mainly composed of sand and mudstone with marine-terrestrial transitional facies from the Silurian Longmaxi Formation to the Devonian Hongyapo Formation, the water-bearing rock series composed of carbonate rock from the Devonian Qujing Formation to the Permian Maokou Formation, and the water-resisting rock series composed of the Permian Emei basalt. (3) The tectonic process forms a structural pattern of east-west differences in Zhaoyang district, controlling the distribution pattern of geological relics in this district. The reasons are as follows: the Indosinian Movement caused the overall uplift of the northeastern Yunnan into land; the Yanshan movement formed open and gentle folds in the west and relatively tight folds and large-scale faults in the east, resulting in east-west differences; the Xishan movement formed the Zhaotong intermountain basin, caused strong downward erosion of rivers, and controlled the direction of groundwater runoff, becoming a direct controlling factor for the formation of geological relics in Zhaoyang district.
Hydrogeological conditions of karst leakage and locating of leakage channels in Biyun lake, Guizhou
ZENG Jie, PAN Xiaodong, REN Kun, LIU Wei, PENG Cong, ZHENG Zhijie
2024, 43(1): 201-208. doi: 10.11932/karst20240101
Abstract:
China is a country with the widest distribution area and the most complete karst development type in the world, and its karst area accounts for about one third of China's territorial area. Finding leakage channels of lakes and reservoirs in karst areas has been an urgent problem for the lake and reservoir construction and the control of leakage disasters. In this study, Biyun lake in Zhijin county of Guizhou Province was taken as an example to analyze the hydrogeological conditions around the lake in response to the problem of watershed shrinkage. Furthermore, with the combination of tracer tests and geophysical detection methods, the hydrogeological conditions of leakage in Biyun lake and the location of the main leakage channel were determined and verified by drilling test results.The results of the tracer test show that Moion concentration increased significantly 32 hours after the tracer was put into Biyun lake, and the value peaked 68 hours after the setting of tracer, and then decreased. The tracer results confirm that Biyun lake flows along the karst leakage zone in the north-east direction after seeping through the sinkhole, and is finally discharged at the outlet of the Babu underground river. In the results of high-power charging method, the potential curve and gradient curve show a relatively maximum potential value and a relatively minimum value of potential gradient at the measuring point of 540 m, where the main leakage channel of Biyun lake was inferred to be located and a large-scale karst cave is likely developed in the vicinity. The rest of the anomalous sections of the curves is inferred to be a strong karst development zone, which can provide conditions for the storage and transport of groundwater. A relatively strong reflective surface of electromagnetic wave shown by geological radar exploration at the depth of about 20–28 m is inferred to be a contact surface between mudstone and greystone. A strong reflection surface of relative electromagnetic wave at the depth of 36–48 m is inferred to be a strong karst development zone. These results are basically in line with the location of the strong karst leakage zone detected by high-power charging method. The borehole drilled at the measuring point of 540 m has verified the strong karst leakage zone inferred from the physical exploration. Based on the correction of the data from the borehole, the parameter of geological radar, V, is taken to be 0.060 m·ns−1 which is applicable to the study area.The study results indicate that Biyun lake belongs to the oblique tectonic basin, where leakage points and underground river pipes are mainly developed close to the axis of the Babu compound oblique, along the lithological interface of three sections of greystone and the second section of the mudstone of Jialingjiang Group. The mudstone constitutes a water separating plate of the karst leakage zone. After lake water seeps along the zone, it flows northwest, and is discharged in the end at the outlet of the Babu underground river. In addition, the leakage of Biyun lake is mainly of the karst pipeline type. The karst leakage zone is located at the measuring point of 540 m, with a 40-meter-deep of karst pipeline; therefore, the leakage section is relatively narrow, and it is feasible to plug the leakage by grouting. The drilling test results confirm the reliability of the technical method used in karst areas, which is combined by hydrogeological investigation, tracer test and physical exploration, because this method can well determine the direction of the leakage channel and the location of the leakage zone, and thus providing guidance on the leakage control of lakes or reservoirs in karst areas.
Study on spatial structure characteristics of epikarst zone interpreted by integrated geophysical method: Taking the slope runoff field of Guohua town ecological experiment base in Pingguo City, Guangxi as an example
LIU Yongliang, LIU Zhenyu, ZHANG Cheng, WU Qiuju, WU Jianqiang, ZHANG Wei, GAN Fuping, HAN Kai
2024, 43(1): 209-218. doi: 10.11932/karst20240109
Abstract:
The epikarst zone is widely distributed in the karst area of Southwest China, and it is the intersection zone of four circles (lithosphere, atmosphere, biosphere and hydrosphere). It is sensitive to environmental changes, in which rapid chemical reactions and strong karst actions are likely to take place. It records much information on short-term environmental change. It also has the function of regulating and storing karst water, and thus can effectively provide water resources for residents in karst mountainous areas. Therefore, the exploration and interpretation of the structure of epikarst zone is of great significance to the study of water cycle and the storage function of epikarst zone. In this study, comprehensive geophysical methods such as high-density resistivity method, spontaneous potential method and ground penetrating radar method have been used to explore and interpret the spatial structure characteristics of epikarst zone in slope runoff field of Guohua town ecological experiment base in Pingguo City. The high-density resistivity method can obtain the electrical structure section of slope runoff field by data inversion, and divide karst development areas by electrical structure. As an important method to interpret the development position of strong runoff belt, the spontaneous potential method can obtain the spatial position of polarization source through data inversion, and the generation of polarization source is closely related to water flow and electrochemical reaction between water and surrounding rock. With high resolution, the ground penetrating radar method is effective to interpret the development thickness of epikarst zone. The high-density resistivity method and the spontaneous potential method can be used to detect and comprehensively interpret the spatial position of the strong runoff belt in slope runoff field, and the ground penetrating radar method can be used to detect the thickness of the epikarst zone in the slope runoff field. In this study, according to the resistivity inversion cross-section and polarization source inversion results, the spatial positions of three strong runoff zones have been comprehensively explained, and their development depths vary between 5 m and 10 m. The development depth of the epikarst zone has been interpretated by the ground penetrating radar image. According to the development characteristics of epikarst zone in this area, the antenna frequency of the ground penetrating radar has been set as 400 MHz, and the radar wave reflection time has been converted into depth with the combination of the relevant geotechnical dielectric parameters of rock and soil. The development depth of epikarst zone in the slope runoff field is about 2.5 m (about 50 ns, with the speed of 10 cm·ns−1) The lateral variation of development thickness is significant. The accurate depth needs to be calibrated by the results of velocity measurement through drilling. In addition, there are deep karst fractures in the northwest of the slope runoff field, which gradually descend to the southeast and gradually expand to the surface. The research results show that the location of polarization source obtained by the inversion of spontaneous potential data can directly indicate the location of groundwater; therefore, the spontaneous potential method is effective to detect karst water-bearing structures. Combined with the results of high-density resistivity inversion section, the development location and spatial characteristics of strong runoff belt can be accurately interpreted, and the ground penetrating radar can detect the development thickness of epikarst zone and the development of shallow karst fracture structure with high resolution. In short, the integration of ground penetrating radar method, high-density resistivity method and spontaneous potential method can effectively detect the structural characteristics of epikarst zone, address the multi-solution problem, and hence an effective means to interpret the thickness of epikarst zone and to detect the spatial distribution of strong runoff belt.