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2016 Vol. 35, No. 6

Display Method:
Theoretical calculation of aquatic photosynthesis contribution ratio and the controlling factors of diurnal vatiations of hydrochemistry and δ13CDIC in the outlets and inlets of travertine pools at Baishuitai, Yunnan, China
ZENG Zhenyu, YAN Hao, SUN Hailong, LIU Zaihua
2016, 35(6): 605-613. doi: 10.11932/karst20160601
Abstract:
Travertine is common secondary chemical sediment in karst areas, also one of the continental high-resolution climatic archives. Its formation is often associated with aquatic plants, whose metabolism can likely change hydrochemistry and carbon isotopic composition of dissolved inorganic carbon (DIC), thus affecting the carbon isotopic composition of travertine. However, the influence of micro-environment caused by aquatic plants is usually ignored when reconstructing paleoenvironments using carbon isotopic composition of travertine. A method of combining on-site high-resolution monitoring and in-situ titrating with measurement of samples in laboratory was used in present study to investigate the influence of submerged plant on hydrochemistry and carbon isotopic compositions of pool water. The results show that when pools were fed by low DIC concentration water (S1-3), the δ13CDIC difference between the outlet and inlet of the pool reflects the control of hysteresis effect, while fed by high DIC concentrations water (S1-1), the δ13CDICdifference between the outlet and inlet of the pool indicates the control of degassing effect. Because of the existence of the reservoir effect, the influence of metabolism of submerge plant on δ13CDICis small.
Application ofbidirectional labeling method to quantifying carbon utilization in microalgae
LI Haitao, WU Yanyou, ZHAO Lihua, ZHANG Kaiyan, HANG Hongtao
2016, 35(6): 614-618. doi: 10.11932/karst20160602
Abstract:
August 2015, the Chlorella pyrenoidosawas cultivated in a greenhouse with different inorganic carbons(NaH13CO3 with different δ13C values added) in the culture medium.The δ13C of inorganic carbon in the medium and the biomass of the microalgae were detected on a daily basis. In the meantime, the organic stable carbon isotope compositions of the microalgae was also measured. The proportion of the added inorganic carbon used by microalgae was quantified by comparing their stable carbon isotope compositions using the bidirectional labeling method (NaH13CO3 with different δ13C values was added).This study compared respectively both inorganic carbon and organic carbon of the stable carbon isotope compositions. The results are as follows, it is 0.19 under 5.0 mmol/L NaHCO3, 0.37 under 10.0 mmol/L NaHCO3, and 0.57 under 20.0 mmol/L NaHCO3. At last, we analyzed the two methods for quantifying the carbon sources in algae. It is very important to calculate the proportion of different inorganic carbon in the carbon cycle research in karst lakes.
Characteristics of Kuznets curve to the relationship between construction land expansion and carbon emission intensity in different functional areas of Chongqing
ZHOU Baotong, SHAO Junming, LIU Xiaobo, YU Xiaofeng, LIU Ying
2016, 35(6): 619-628. doi: 10.11932/karst20160603
Abstract:
Chongqing is situated in the upper stream of Yangtze River and lies in the southeast of Sichuan Basin, southwest of China. In September 2013,Chongqing has been divided into five metro-functional areas in the third plenum of the fourth Committee, which is closely related to the economic development of Chongqing. Studying the relationship between construction land expansion and carbon emission can provide some scientific evidences for the optimization of land resources allocation, industrial restructuring and sustainable development. It analysed the relationship between construction land expansion and carbon emission from 1998 to 2013 by using Kuznets curve fitting technology. Results show that ,(1) In Chongqing, the Kuznets curve of the construction land expansion and carbon emission intensity generally presents an inverted U-shape relation, which shows that current Chongqing is quite close to the flex point in terms of urban economic development; (2) The Kuznets curve in core area of urban function and developing area of urban function shows an inverted U-shape relation; (3) The Kuznets curve in the newly developed district shows single linear relationship, which implies the primary features of regional industrial structure adjustment and the intensity level of land utilization; (4) The Kuznets curve in biological conservation area of the northeast Chongqing shows a U-shape quadratic curve indicating the relationship between construction land expansion and carbon emission intensity and the intensity level of land utilization remains to be improved.
The response processes of moisture at soil profile to precipitation in typical karst hillslopes
GUO Xiaojiao, GONG Xiaoping, TANG Qingjia, CHEN Changjie, JIANG Guanghui, LI Xin, ZOU Yane
2016, 35(6): 629-638. doi: 10.11932/karst20160604
Abstract:
To reveal the response processes of the moisture at soil profile to precipitation events, high-resolution monitoring has been conducted to estimate the dynamic change and the factors that affect the soil profile moisture. The purpose of this study was to identify the rainfall infiltration mechanisms in karst hillslope areas. The results indicate that the response of soil profile moisture to precipitation is influenced by previous soil moisture, rainfall amount, rainfall intensity and topographic condition. The resident time of the first soil moisture response is related to previous soil moisture content, which ranges from 0.5-4.75 h, characterized by significant seasonal differences. A threshold rainfall amount exists for producing an increase of soil moisture. The 6 mm threshold is required to activate soil moisture response in dry seasons. The response time is almost synchronous, approximately 0.25 h, when the soil moisture deficit is overcome. These results illustrate that the deeper soil moisture is probably recharged by preferential flow or lateral flow. The magnitude of soil moisture variation decreases with the increase of soil depth, which is related to the climate condition, evaporation and medium permeability differences controlled by communicating with the interfaces of soil-atmosphere, soil-vegetation, and soil-bedrock.
The evaluation of soil quality evolution in the process of vegetation degradation in karst mountain area
CHEN Zuyong, LIU Fang, WANG Shijie, LIU Yuansheng, BU Tongda, ZHU Jian
2016, 35(6): 639-648. doi: 10.11932/karst20160605
Abstract:
To evaluate karst mountain soil quality due to the degradation of vegetation, this paper selected two representative microhabitat soils, i.e. the surface and rocky gully soils, as evaluation units for the construction of karst mountain soil quality evaluation system. 16 indexes were selected from 29 indexes using the canonical correspondence analysis, and the soil quality was discussed by using the comprehensive evaluation method of factor analysis. The results showed that, in the process of vegetation degradation in karst forest, using weighting calculation with the areas of the said two microhabitats to obtain the soil quality synthesis score can more accurately reflect the changes of soil quality due to the vegetation degradation at various phases; and these changes can be specifically divided into 3 phases. During these phases, the concentrations of soil active organic carbon, available N, available P, available K, available Mn, available S and urease all significantly decreased, while the available Fe, sucrase and clay contents significantly increased. In Phase I with vegetation represented by original-secondary forest, no significant difference was found in soil indicators between the sample plots. In Phase II (as represented by shrub wood), the contents of soil active organic carbon, available N, available P, available K, available S and urease and the content of available Mn respectively decreased by 33.73%, 22.41%, 57.66%, 37.72%, 44.59%, 46.57% and 12.52% in average, compared to those of Phase I; and the sucrase activity and soil clay content respectively increased by 81.38% and 47.69% in average. In Phase III (as scrub-grassland soil), the concentrations of soil available P, urease and alkaline phosphatase and available Mn decreased by 42.82%, 44.42%, 28.45% and 20.55%, respectively, compared to Phase II; the content of soil available Fe and clay content respectively increased by 56.40% and 57.49% in average. In this phase, the contents of soil available P and available K become very scarce, which leads to significant decrease of the soil quality.
Photosynthetic physiological response of Jatropha carcas and Pterocarya stenoptera seedlings to five simulated karst adversities
XING Deke, WU Yanyou, WU Yansheng, YU Rui, LI Minghong, YAO Xiangping
2016, 35(6): 649-656. doi: 10.11932/karst20160606
Abstract:
The karst ecosystem is vulnerable and rocky desertification in karst regions develops rapidly. The situation of karst ecosystem becomes increasingly severe. In order to quickly build a stable forest ecosystem, it is better to select the appropriate plant species to carry out revegetation. Research on photosynthetic response traits can help to quickly identify plant adaptability to karst environment. In this study, 5 different karst adversities including high pH, high bicarbonate, drought, low phosphorus (P) and low nutrient were simulated, and Hoagland solution was taken as control. Jatropha carcas and Pterocarya stenoptera seedlings were cultivated with these treatment solutions synchronously. Photosynthetic response traits of these two plant species to 5 different simulated adversities were analyzed through determining the photosynthetic characteristics and variation of stable carbon isotopic compositions (δ13C). On the 15th day, the net photosynthetic rates (Pn) of J. carcass seedlings under alkalescent, drought, low P, high bicarbonate and low nutrient were 4.39, 0.27, 2.58, 3.08, 6.26 μmol?m-2?s-1, respectively. On the 25th day, the values became 4.09, 0.66, 4.57, 3.83, 4.04 μmol?m-2?s-1, respectively. Pn and water use efficiency (WUE) of P. stenoptera seedlings were all lower than J. carcas seedlings. Pn of P. stenoptera seedlings under alkalescent, low P, high bicarbonate and low nutrient excepted for drought condition all increased on the 25th day compared to the values on the 15thday. On 25 days from the onset of adversity treatment, WUE of J. carcass seedlings under drought stress increased significantly, and was higher than the value under other adversities. However, WUE of P. stenoptera seedlings under drought stress remained the lowest compared to the values of WUEunder other adversities. Initial fluorescence (Fo) and primary conversion of light energy of PSII (Fv/Fm) values in J. carcas seedlings were independent of adversities, there was no significant change. But the value of Fo of P. stenoptera seedlings under drought stress increased significantly and Fv/Fm value decreased significantly, photosynthetic apparatus of P. stenoptera seedlings suffered more serious damage under drought stress than J. carcass seedlings . On the 25th day, δ13C values of J. carcas seedlings under those adversities were more positive compared to that under control, the intracellular bicarbonate use capacity of J. carcas seedlings was higher than P. stenoptera seedlings. The utilization of two different inorganic carbon resources in J. carcass seedlings enhanced its photosynthetic carbon fixation efficiency and growth potential, improved the adaptability of J. carcass seedlings to adversities. Meanwhile, higher WUE under drought stress conditions helped improve the inorganic carbon capture efficiency of J. carcas seedlings . And the damage of drought stress on photosynthetic apparatus of these two plant species was irreversible, but J. carcas seedlings exhibited better photosynthetic capacity under drought stress conditions compared to P. stenoptera seedlings. Therefore, in the water deficit hillside environments, it is better to plant J. carcas, whereas along the river streams dank environments, it is better to plant P. stenoptera.
Groundwater monitoring and numerical simulation under the influence of linear engineering in karst areas: A case study of the Jinshazhou area, Guangzhou City 
ZHENG Xiaozhan, GUO Yu, DAI Jianling, CHEN Xiaoyue, HUANG Jianmin
2016, 35(6): 657-666. doi: 10.11932/karst20160607
Abstract:
This paper establishes a conceptual model of the groundwater system by generalizing the hydrogeological conditions, and then builds a numerical simulation model of groundwater flow in the study area based on FEFLOW. The simulation shows that groundwater flows to the center from the surroundings during the construction of pumping, and forms a depression cone. The simulation results areconsistent with the geological disasters both in time and space. According to the study results, the pumping intensity should be strictly controlled in the Jinshazhou to prevent ground collapse and ground subsidence.
Urban karst collapse hazard assessment based on analytic hierarchy process: An example of southern Wuhan City
WANG Hengheng, ZHANG Fawang, GUO Chunqing, SU Chuntian
2016, 35(6): 667-673. doi: 10.11932/karst20160608
Abstract:
Under the background of the increasingly tense of current urban construction land, the karst collapse hazard assessment of the study area is of great significance to the prevention and treatment of karst collapse. The study area is located in the south of Wuhan City. The mainly geological hazard of the study area is karst collapse, and there have occurred 4 karst collapses. By tectonism, concealed karst of the study area shows a nearly east-west banded distribution. Karst types are covered type and buried type, coverage type is Quaternary deposits which directly cover carbonate rocks, and the characteristics of the burial type is red sandstones of Cretaceous Paleogene Gonganzhai Group between carbonate rocks and Quaternary loose accumulation. The study area is in the stage of rapid economic development, and human engineering activities are more active. Based on the formation mechanism and influencing factors of karst collapse in Wuhan City, this paper selects 6 evaluation factors, development degree of karst, soil thickness, layer structure, karst water level fluctuation, well impact and construction intensity. And it uses analytic hierarchy process (AHP) to construct the hazard assessment model of karst collapse in the study area, and divides 183 hazard assessment units of karst collapse. For each unit of karst collapse, hazard comprehensive indexes are calculated, and karst collapse hazard zoning, and the karst collapse hazard grade partition are plotted. The results show that there are 3 high hazard units , 92 medium hazard units , and 88 low hazard units.In this paper, combining the actual situation, using AHP the weight of each factor is determined. Through a number of tests, the judgment matrix is established to prove the consistency. The weights of factors have a higher credibility. And in recent years, 4 karst collapses occurred in high hazard areas, so the result is objective and reasonable, consistent with the historical events. High hazard areas are mainly located in the northwest of the study area. The high hazard area and the medium hazard area accounted for more than half of the total karst area, accounted for about 1/4 of the study area. These issues should receive much attention in the process of urban construction.
Cause analysis and treatment measures to the abnormal subsidence of Gantangjiang bridge No.19&20 piers of Guiyang-Guangzhou railway
FU Kailong, JIANG Liangwen, FENG Tao, LIU Shujiang
2016, 35(6): 674-680. doi: 10.11932/karst20160609
Abstract:
From May 15,2014 to September 1,the No.19 and No.20 piers of Gantangjiang super major bridge at Guiyang-Guangzhou railway had experienced abnormal subsidence with the downward displacement of 50.6-52.2 mm and 12.4-16.3 mm, respectively. In order to understand the reason of the subsidence and to propose appropriate measures to the problem of bridge pier displacement, mobile drilling, in situ and laboratory geotechnical tests were completed. Field observation and testing data jointly shew that the agelong heavy rainfall condition and subsequent underground karst water fluctuation caused karst collapse occurred at the underlying strongly karstified limestone. This was the main reason of geological impact on the subsidence of No.19 and No.20 piers with friction pile foundation and the pile length of about 20 m. For engineering remediation, end bearing pile foundations were respectively added in the both bridge piers. After about 1 year’s displacement monitoring, the subsidence of the piers has been properly controlled, which suggest that the reinforced measurement is safe and reliable; and the end bearing pile foundation is generally suitable when other railway bridges are carried out in the similar case of deep covered strong karst limestone area.
Influence of tunnel construction on karst water: Case analyses
ZHUANG Xufeng, SUN Dong
2016, 35(6): 681-687. doi: 10.11932/karst20160610
Abstract:
Karst areas and karst water are widely present in Guizhou Province.The interaction between tunnel construction and karst water has long beena problem encountered in railway projects in Guizhou. Using the Moxiong and Yinshan tunnelsas examples, this paper attempts to address this issue. Via the interpretation of magnetotelluric data and the application of MIDAS GTS, groundwater problem and its disharmonious relationship with the tunnel are analyzed.After the construction of the Moxiong tunnel was commenced, the groundwater level droppedand did not recoveras expected in the springs at nearby residences, leading to the withering of the springs and severe water shortage in the communities. Yinshan tunnel on the other hand had experienced asevere rainstorm, as a result the karst water pressure elevated and eventually blasted one of the vertical side walls, which damaged the tunnel in a length up to 20 meters, interrupting train pass for more than 24 hours. The lessons from these examples suggest that when selecting the tunnel line in Guizhou, the boundaries of karst water systems should be clarified to avoid the areas with well-developed karst water. In the design stage, full consideration should also be taken to avoid any possible hazard from karst water. During the construction of tunnels, the karst channels encountered should be dredged rather than plugged.
The application of integrated geophysical method to karst pipeline distribution
CHENG Yaping, JIANG Lingzhi, LI Liuyue, LI Shanmin, FENG Zhiqin
2016, 35(6): 688-698. doi: 10.11932/karst20160611
Abstract:
To predict and evaluate the impact of the Red Mud Stack Yard on groundwater system after the mud dump was completed, the integrated geophysical techniques, which primarily consist of common offset seismic reflection and electrical resistivity tomography and is assisted by the natural electric field method, were used to investigate the characteristics of karst underground and pipeline distribution at the site. As a result, the cover layer thickness of the entire dump yard was determined; five fracture zones and their strikes were confirmed respectively; fourteen geophysical prospecting anomalous zones were delineated; and the karst pipeline distribution features and groundwater flow direction were preliminarily identified. By combining the integrated geophysical techniques with the drilling results, it was found that the karst development in the study area is characterized by the shallow vertical type. The shallow karst is well developed at the depth of about 0-10 m below the surface. Besides, there is also some deep karstic features were identified at the depth of about 40-50 m below the surface, beyond this depth karst development becomes rare and weak.
Back analysis of high density resistivity method in the water-bearing karst cave
ZHOU Wenlong, WU Rongxin, XIAO Yulin
2016, 35(6): 699-705. doi: 10.11932/karst20160612
Abstract:
In high-density electrical prospecting, karst caves may show different electricity resistivity (ER) characteristics due to the nature of cave fillings. When a cave is empty, its ER value appears extremely high, when being completely filled with water this value could be very low. However, for an unsaturated karst cave, the resistivity range is difficult to judge via ER data interpretation. By constructing different models with various cave moisture contents, forward modeling using the method of least square at geoelectric sections were conducted, compared with the different geoelectric response characteristics of their inversion imaging model. The results showed that the resistivity of water-bearing karst cave decreases with increasing water content. On the geoelectircal section the range of low resistance expanded with the amount of water increased, which was strongly distinguishable. Exploration data derived from the field work further has verified the validity of the simulated results shedding light on the significance of the model application and a better understanding of electrical analysis method for underground cavern detection.
Effects of different pretreatment methods on grain-size measurement of the north red weathering crust
WEI Donglan, TIAN Nana, LI Yonghua
2016, 35(6): 706-711. doi: 10.11932/karst20160613
Abstract:
Liaodong peninsula is located in the north of Sino-Korean paraplatform of which tectonics is relatively mature, an important part of Asian paraplatform. Due to the Yanshan movement, there developed lots of structures, such as folds and faults. The strata such as Cambrian is well exposed. Its main lithologies are limestone, quartzite, slate and sandstone. The Liaodong peninsula is located in the southern end of northeast China, surrounded by seas on three sides, and between the Yalu river and Liaohe river, mainly hilly and mountainous terrain. It belongs to the temperate continental monsoon climate, mean annual temperature is around 10 ℃, and mean annual rainfall is 550-950 mm. Rainfall is mainly concentrated in July and August.In this paper, the design of pretreatment methods is as follows. First of all, the samples are digested with 30% H2O2 to remove organic matter, and then four methods are used for preprocessing. Of them, the method A is not disposed by hydrochloric acid, methods B, C and D are all decomposed by hydrochloric acid solution to remove the residual carbonate and secondary free oxides in order to eliminate the cementation of debris and mineral particles. HCl of method C is in the boiling conditions of the reaction. HCl of method B is under normal temperature conditions, and method D changes the ultrasonic vibration time.There are different pretreatment methods for the samples to test, the purpose of which is to analyze the influence of various methods on particle size measurement. Combined with the laser diffraction particle size analyzer, it can explore the analysis results of particle size and the reason for the difference to recommend the most optimal pretreatment method, which can facilitate further studying on weathering crust in the region of grain-size analysis. The experimental results show that the pretreatment methods have a certain effect on the particle size measurement results of red weathering crust in northern China, and the different pretreatment methods make the grain size of the samples have about 5% rotates. Considering the stability of the experiment, the error of the parallel tests of the 4 methods reaches up to 6.78%. Under the existing recognized conditions, reproducibility of particle size measurement results is the most basic demand to experiments. In this paper method C is better than others (A, B and D).The results in different pretreatment methods reflect the basic characteristics of the weathering crust in particle size distribution. The method mentioned in the paper is suitable for the weathering crust of north China, the other types and regions should be combined with the actual situations in order to obtain a more ideal test result.
Progress of research on aquatic fauna in epikarst
LIU Wei, ZHOU Cuiying, YUAN Aihua, BRANCELJ Anton
2016, 35(6): 712-719. doi: 10.11932/karst20160614
Abstract:
This paper presents the latest progress of research on epikarstic aquifer fauna. The epikarst is not only an essential part of karst formations, but also the most active zone of karstification.It is also the ideal habitat for numerous living things in the karst aquifer. Most faunal samples are taken from percolating water in cave ceilings, water pools within the cave or fissures. The majority of species collected from epikarst are Copepods, as well as some other species, such as Amphipods and Ostracods. These are mainly stygobiont, and also some other terrestrial species. For instance, in the studied Slovenian caves, there are nine stygobiotic copepod species on average in each cave. In order to adapt the epikarstic condition, some parts of their bodies evolve properly. Several geological factors of epikarst, such as the thickness of cave ceiling, the connection between habitats and their size and hydrological factors, including hydrodynamic and hydrochemical characteristics, can impose impacts on the faunal composition and distribution. Although the uniqueness and importance of epikarst has been described by many geologists and biologists, some urgent questions remain unanswered. For example, how to explain the difference between the adjacent communities and how to evaluate the indicators of the copepods in the vadose flow are still expecting more scientific efforts. 