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作 者:齐子萱 周金龙[1,2] 季彦桢 孙英 王新中[3] 郑玉莲 QI Zixuan;ZHOU Jinlong;JI Y anzhen;SUN Ying;WANG X inzhong;ZHENG Yulian(College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China;Xinjiang Hydrology and Water Resources Engineering Research Centery Urumqi,830052,China;Chatigji Geological Environment Monitoring Station y Changji 831100,China)
机构地区:[1]新疆农业大学水利与土木T.程学院,新疆乌鲁木齐830052 [2]新疆水文水资源工程技术研究中心,新疆乌鲁木齐830052 [3]新疆昌吉州地质环境监测站,新疆昌吉831100
出 处:《水资源与水工程学报》2019年第5期124-133,共10页Journal of Water Resources and Water Engineering
基 金:国家自然科学基金项目(51709232)
摘 要:利用新疆昌吉地下水均衡试验站地中蒸渗仪长系列(1992-2015年)降水入渗实测资料,探讨降水入渗补给过程中的滞后现象,分析影响降水入渗补给的主要因素;依据降水入渗补给系数研究降水入渗补给量随潜水埋深的变化规律,确定不同地层的最佳潜水埋深和稳定埋深。结果表明:在试验条件下,砂卵砾石地层和细砂地层最佳潜水埋深点为0.5 m,轻黏土地层最佳潜水埋深点为0.0 m;降水入渗补给量随潜水埋深的增大而减小并趋于稳定,稳定潜水埋深为6.0 m。依据最佳潜水埋深点和稳定点建立了年降水入渗补给系数与潜水埋深间的指数型经验公式。According to the lysimeter data of Groundwater Balance Test Station of Changji,Xinjiang from1992 to 2015,this paper discusses the hysteresis phenomenon in the process of infiltration recharge and analyzes influencing factors on infiltration recharge of groundwater.According to the precipitation recharge coefficient,we studies the change law of precipitation infiltration replenishment with groundwater depth and determines the optimal depth of unconfined groundwater and stable depth of different strata.The results indicated that the optimal depth point of sand gravel stratum and fine sand stratum are 0.5 m,and the optimal depth of light clay stratum is 0.0 m.Precipitation infiltration replenishment decreases along with the increase of depth of unconfined groundwaterand and tends to become stable.The stable groundwater depth is 6.0 m.An exponential experience formula between precipitation recharge coefficient and depth of unconfined groundwater is established based on the optimal depth and stable point.
关 键 词:降水入渗补给 最佳潜水埋深 稳定潜水埋深 经验公式 干旱区
分 类 号:P641.2[天文地球—地质矿产勘探]
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