2017 3rd International Conference on Energy, Environment and Materials Science | |
Estimation of the groundwater discharge through the edge of Changma alluvial fan in the Shule River Basin, northwestern China | |
能源学;生态环境科学;材料科学 | |
Guo, Qiaona^1 ; Zhou, Zhifang^1 ; Li, Zhaofeng^2 | |
School of Earth Sciences and Engineering, Hoh Ai University, No.8, Focheng West Road, Nanjing | |
211100, China^1 | |
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu | |
610059, China^2 | |
关键词: Confined aquifers; Elastic storage; Ground water discharge; Irrigation area; Northwestern China; Permeable layers; Semipermeable layers; Unconfined aquifers; | |
Others : https://iopscience.iop.org/article/10.1088/1755-1315/94/1/012008/pdf DOI : 10.1088/1755-1315/94/1/012008 |
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来源: IOP | |
【 摘 要 】
In this paper, the groundwater discharge through the edge of Changma alluvial fan in the Shule River Basin is estimated. The Changma alluvial fan is generalized as an aquifer system including an unconfined aquifer, an upper semi-permeable layer and a confined aquifer. The vertical flow of groundwater in the unconfined aquifer and the elastic storage of the semipermeable layer are neglected. The flow in the semi-permeable layer is assumed to be vertical. Analytical solution of the model is derived. From the top of the alluvial fan to the intersection of the unconfined aquifer and confined aquifer, the groundwater level decreases gradually and then increases suddenly at the intersection. The groundwater flow velocity and flux decrease from the intersection of unconfined aquifer and confined aquifer to the edge of alluvial fan. The recharge of Changma irrigation area from the unconfined aquifer is 0.82 billion m3/a. The quantity of evaporation of groundwater for each year is larger than 0.56 billion m3/a, which indicates that large amount of salt accumulated on the surface.
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Estimation of the groundwater discharge through the edge of Changma alluvial fan in the Shule River Basin, northwestern China | 249KB | download |