| 基于蒸渗仪和解析法估算毛乌素沙地潜水蒸发量 |
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| 引用本文： | 王文科,尹红美,黄金廷,李俊亭.基于蒸渗仪和解析法估算毛乌素沙地潜水蒸发量[J].水文地质工程地质,2021,0(4):1-6. |
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| 作者姓名： | 王文科 尹红美 黄金廷 李俊亭 |
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| 作者单位： | 1.长安大学水利与环境学院，陕西 西安 710054 |
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| 基金项目： | 国家重点研发计划项目（2018YFC0406504）；国家自然科学基金项目（41672250；U1603243） |
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| 摘 要： | 地下水蒸发是旱区地下水均衡计算中重要的排泄项之一。由于包气带水分运移高度非线性且大气—地表界面动力学过程复杂，估算潜水蒸发量一直是地下水资源评价的难题之一。利用内蒙古乌审旗河南乡均衡试验场E601型蒸渗仪，建立了毛乌素沙地水面蒸发及4种典型岩性（风化砂岩K1、萨拉乌苏组砂Qpal+l、砂质壤土Qhl、风积沙Qheol）的饱和土蒸发原位试验，结合长期观测获取的大量数据，开展了地下水蒸发与水面蒸发、埋深的关系和地下水蒸发量计算方法研究。结果表明:（1）4种典型岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）饱和蒸发量与水面蒸发量比值分别为0.60，0.77，0.47，0.88，表明不同岩性的饱和裸土的蒸发强度不等于自由水面的蒸发强度；实际计算裸土蒸发强度时，不能以自由水面蒸发强度作为参考点，如果运用，必须校正。（2）利用蒸渗仪观测数据和土壤水运动方程稳态解析解，获得4种典型岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）潜水稳定蒸发计算的关键经验系数c，分别为628932.63，165058.71，48948.21，1525104.031 m?2。（3）利用稳定蒸发公式确定鄂尔多斯盆地风沙滩区四种典型包气带岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）潜水极限蒸发深度约为60 cm，结果得到了室内非稳态蒸发试验的佐证，为研究区水资源评价提供了重要的参数依据。
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| 关 键 词： | 蒸发 地下水 蒸渗仪 解析法 毛乌素沙地 |
| 收稿时间： | 2020-12-05 |
Estimation of groundwater evaporation based on lysimeter experiment and analytical solution in the Mu Us sandy land |
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| Institution: | 1.School of Water and Environment, Chang’an University, Xi’an, Shaanxi 710054, China2.The First Institute of Geo-Environment Investigation, Henan Bureau of Geology and Mineral Exploration and Development, Zhengzhou, Henan 450045, China3.College of Geology and Environment, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054, China |
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| Abstract: | Groundwater evaporation is one of the important discharge item in the calculation of water balance in arid areas. Due to the highly non-linear soil water transport in the vadose zone and the complexity of water dynamic at the atmospheric-surface interface, estimation of groundwater evaporation has been the difficult issue of groundwater resources evaluation. In this study, the E601 type lysimeter was used in the Henan Township equilibrium test site in Wushen County of Inner Mongolia, and the in-situ experiment on surface water evaporation and groundwater evaporation for four typical vadose zone lithologies (sandstone K1, Salawusu sand Qpal+l, sandy loam Qhl, and aeolian sand Qheol) were established in the Mu Us sandy land. Combined with the long-term field observation data, the relationship among surface water and groundwater evaporation, groundwater evaporation and extinction depth were examined, and the estimation approach of groundwater evaporation was investigated. The results show that (1) the ratios of saturated evaporation to surface water evaporation are 0.60, 0.77, 0.47 and 0.88 for four typical vadose zone lithologis (sandstone, Salawusu sand, sandy loam, and aeolian sand), respectively, indicating that the surface water evaporation value cannot be used to estimate groundwater evaporation, if used, the surface water evaporation value must be corrected. (2) Based on the observation data of lysimeter and the steady-state analytical solution of soil water movement equation, the key empirical coefficients c of four typical vadose zone lithologies (sandstone, Salawusu formation sand sand, sandy loam, aeolian sand) are Obtained, which are 628932.63, 165058.71, 48948.21 and 1525104.031 m?2, respectively. (3) According to the stable evaporation formula, the groundwater extinction depth of four typical vadose zone lithologies (sandstone, Salawusu sand, sandy loam, and aeolian sand) is about 60 cm in the Ordos Basin. The results are verified by unsteady evaporation experiment in the laboratory, which may provide important parameter basis for water resources assessment in the study area. |
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