新疆温泉地下水库成库水文地质条件分析  

Analysis of Hydrogeological Conditions for the Formation of Underground Reservoir in Wenquan Country,Xinjiang

作　　者：高福翔 徐东升 周金龙[1,2,3] 周龙 Gao Fuxiang;Xu Dongsheng;Zhou Jinlong;Zhou Long(College of Hydraulic and Civil Engineering,Xinjiang Agricultural University,Urumqi,Xinjiang,830052,China;Xinjiang Hydrology and Water Resources Engineering Research Center,Urumqi,Xinjiang,830052,China;Xinjiang Key Laboratory of Hydraulic Engineering Safety and Water Disaster Prevention,Urumqi,Xinjiang,830052,China;Zhongshui North Engineering Design&Research Co,Tianjin,300222,China)

机构地区：[1]新疆农业大学水利与土木工程学院,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]新疆水利工程安全与水灾害防治重点实验室,新疆乌鲁木齐830052 [4]中水北方勘测设计研究有限责任公司,天津300222

出　　处：《新疆地质》2024年第1期105-110,共6页Xinjiang Geology

基　　金：中水北方勘测设计研究有限责任公司委托项目新疆温泉地下水库水文地质条件分析及调蓄过程数值模拟专题研究(ZSBFWT202106)资助。

摘　　要：新疆博尔塔拉河流域水资源短缺且时空分配不均,用水过程与来水过程不相匹配,修建地下水库对水资源优化配置具有重要意义。对新疆温泉县地下水库从水文地质条件、水源与水质、储水条件、补水条件、取水条件、生态环境条件等方面进行了全面分析,基本明确了温泉县地下水库“渗得进、存得住、取得出”的建库基本条件。初步讨论了地下水库的回补、取水方式,平均每天需回补量为41.64×10^(4)m^(3),所需渗渠最小面积为11.90×10^(4)m^(2),全年人工回补量为4837×10^(4)m^(3);取水方式采用地下集水廊道自流式取水工程,运用隧洞稳定涌水模型计算出不同含水层厚度下的廊道长度,提出合理的回补工程布置方法,为地下水库建设提供设计依据。The Bortala River basin in Xinjiang is short of water resources and is unevenly distributed in time and space,The water use process does not match the incoming water process,The construction of underground reservoir is of great significance to the optimal allocation of water resources.The underground reservoir in Wenquan County,Xinjiang was comprehensively analyzed from different aspects:hydrogeological condition,water source and water quality,water storage conditions,water replenishment conditions,water intake conditions,and ecological environment conditions.The basic conditions for the construction of the underground reservoir in Wenquan County were basically clarified.The recharge and water intake methods of the underground reservoir are preliminarily discussed.It is concluded that the average daily recharge amount is 41.64×10^(4)m^(3),the minimum area of the required infiltration canal is 11.90×10^(4)m^(2),and the annual artificial recharge amount is 4837×10^(4)m^(3).The self-flowing water intake project of underground water collection corridor is adopted as the water intake method.The length of the corridor under different aquifer thicknesses is calculated by using the stable water inflow model of the tunnel,and a reasonable layout method of the replenishment project is proposed,which provides the design basis for the construction of the underground reservoir.

关 键 词：新疆 温泉县 地下水库 成库条件 水文地质 

分 类 号：P345[天文地球—水文科学]