内蒙集宁大理岩地下水数值模拟
[Abstract]:Water is not only an important natural resource for human survival and development, but also an important restriction factor for natural ecological environment. With the progress of society and the development of economy, the demand for water resources is increasing day by day, which makes the contradiction between supply and demand of water resources more and more prominent. Solving the crisis of water resources has become one of the strategic problems in the world. The Jining district of Wulanchabu city is in the poor area of water resources. According to the statistics, the four water sources of concentrated water supply in Jining district have reached the limit of exploitation. According to the overall development plan of Jining District, the scale of urban construction will be 1 million people. Depending on the existing four water sources, the quantity of groundwater resources is far from meeting the requirements of urban construction industry production and residents' domestic water use. With the development of industrial production in cities and towns, the demand for water resources will increase day by day. The shortage of water resources has seriously restricted the construction of towns and the development of industrial production in Jining area. Therefore, it is necessary to establish a numerical simulation model of groundwater to quantitatively study groundwater resources in Jining marble area of Inner Mongolia, which provides the basis for the rational development and utilization of groundwater resources and scientific management. Hydrogeological data are provided for the overall plan of national economic development and adjustment of industrial structure in Jining district. Based on the collection, analysis and collation of the existing geological and hydrogeological research results in the study area, the groundwater flow model of Jining marble in Inner Mongolia is constructed by using the numerical simulation software MODFLOW and GMS, respectively. Based on the groundwater dynamic observation data from 2001 to 2011, the model is corrected by manual and automatic adjustment of parameters and initial boundary values, and the fitting degree between the calculated values of the model and the observed values is compared, and the model is debugged continuously. Correct the initial value of the parameters to achieve the best fitting effect. Then the model is fitted with the measured water level in 2011 to further verify the reliability and adaptability of the model. The results of identification and verification show that the parameters and boundaries of the model are reasonable and the model can be used to predict the groundwater level and the groundwater dynamic prediction is carried out in the study area. Finally, the operation of numerical simulation of groundwater is compared between the two softwares, and the advantages of the two softwares in the application are analyzed and described.
【学位授予单位】:石家庄经济学院
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:P641.8
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