Simulation method for groundwater regime of karst big spring

A simulation method and groundwater technology, applied in teaching models, educational tools, instruments, etc., can solve problems such as karst water level deviation, achieve the effects of protecting life and property safety, rationalizing groundwater resources, developing, utilizing and protecting groundwater resources

Active Publication Date: 2020-03-10
UNIV OF JINAN
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Problems solved by technology

As a relatively complex aquifer system, karst aquifers include various types of voids such as pores, fissures, karst pipes, and small caves. The groundwater flow in porous media mostly satisfies Darcy’s law, while the karst fissures in pipe media Rapid flow movement cannot be simply described by Darcy's law, so mathematical statistics, analytical methods, numerical methods, etc., often have large deviations in simulating heterogeneous karst water levels
[0003] In order to protect the large karst springs and timely formulate spring protection measures, it is necessary to accurately warn the dynamic changes of the spring water level. In order to improve the simulation accuracy of the groundwater level in the heterogeneous aquifer system, the predecessors have solved the multiple The problem of the heterogeneity simulation of the medium field, but there are certain defects in the method of determining the location of the karst pipeline based on the geostatistical method and the geophysical method

Method used

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  • Simulation method for groundwater regime of karst big spring
  • Simulation method for groundwater regime of karst big spring
  • Simulation method for groundwater regime of karst big spring

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Experimental program
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Embodiment approach

[0102] As a specific implementation, in this embodiment, according to the water level monitoring data from January 1, 2018 to January 1, 2019, the correlation analysis and calculation of the spring water level and the water level of the observation hole within the scope of the tracer test shows that S1 The correlation between the groundwater level of the well and the water level of the spring is the best, and the correlation coefficient R 2 is 0.7016.

[0103] 5.4 According to the water level observation data of the observation holes falling within the scope of the tracer test, the contour map is drawn, such as image 3 to determine the direction of groundwater flow.

[0104] 5.5 Observation hole S determined in step 5.3 max is the tracer delivery point, with the delivery point as the center, according to the groundwater flow direction determined in step 5.4, arrange the groundwater level and water sample monitoring network downstream of the delivery point, and detect the tr...

specific Embodiment approach

[0131] As a specific implementation, in this embodiment, monitoring point S1 has an inflection point in water temperature and conductivity at a buried depth of 34m; monitoring point S4 has an inflection point in water temperature and electrical conductivity at a buried depth of 62.5-63.5m; There is an inflection point in water temperature and conductivity at 68.2-83m. According to the principle of bedding development, the karst pipelines determined by the inflection points connecting S1, S4 and S10 in sequence are as follows: Figure 8 shown.

[0132] The seventh step is to simulate the dominant flow of the final karst pipeline obtained in the sixth step

[0133] The dominant flow simulation solution is to set pipeline nodes on the cells of the porous media seepage model established in the fourth step. A cell has at most one node, and the nodes are connected to form a pipeline network. Therefore, the spring water level can be calculated by karst pipeline dominant flow simulat...

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Abstract

The invention discloses a simulation method for groundwater regime of karst big spring, and relates to the technical field of hydrogeology. According to the method, by adopting the tracing test and the correlation analysis for the spring water levels and observation water levels of different depths, the plane extending direction of an advantageous seepage channel of karst is determined; and through layered monitoring for underground water temperature and conductivity, the vertical occurrence position of a karst pipeline is determined, and on the basis, a dual structure seepage-predominant flowcoupling model is established, so that the simulation for the spring water regime is carried out. With the method, the dynamic change process of heterogeneous medium groundwater of the karst can be more accurately simulated, and then a scientific basis is provided for accurately mastering the implementing opportunity of the spring protection measures. In addition, the karst channel found by the method is not limited to the spring water level simulation, meanwhile, a basis can be provided for a plenty of city underground space exploitation projects, so that the damage caused to buildings by underground karst caves and crushed zones is avoided, and thus the life and property safety of people is protected.

Description

technical field [0001] The invention relates to the technical field of hydrogeology, in particular to a method for simulating groundwater dynamics of large karst springs. Background technique [0002] At present, the methods for predicting groundwater dynamics mainly include mathematical statistical methods based on time series water level monitoring, analytical methods and numerical methods based on groundwater dynamics. As a relatively complex aquifer system, karst aquifers include various types of voids such as pores, fissures, karst pipes, and small caves. The groundwater flow in porous media mostly satisfies Darcy’s law, while the karst fissures in pipe media Rapid flow movement cannot be simply described by Darcy's law, so mathematical statistics, analytical methods, numerical methods, etc., often have large deviations in simulating heterogeneous karst water levels. [0003] In order to protect the large karst springs and timely formulate spring protection measures, i...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G09B23/40
CPCG09B23/40
Inventor 邢立亭董亚楠邢学睿彭玉明侯玉松李常锁李传磊朱恒华赵振华张风娟王立艳刘莉王鑫
Owner UNIV OF JINAN
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