水科学与工程技术
水科學與工程技術
수과학여공정기술
WATER SCIENCES AND ENGINEERING TECHNOLOGY
2014年
3期
48-52
,共5页
水文地质条件%水源地%地下水回灌%一亩泉
水文地質條件%水源地%地下水迴灌%一畝泉
수문지질조건%수원지%지하수회관%일무천
hydro-geological condition%water head site%water recharge%Yimuquan source
通过对区域水文地质条件、地质钻探、物探和水文地质抽水、单井回灌、渗坑入渗、示踪试验等资料的综合分析,对保定市一亩泉水源地水文地质条件进行了系统研究,查明了地层岩性、地质结构及地层渗透性等基本参数,为地下水回灌方案设计提供了可靠依据。研究结果表明,入渗场80m深度内揭露含水层7~8层,含水层岩性主要为卵砾石,渗透性较好,是较理想的入渗场地;回灌水有利于补给第1~2含水组,回灌水向西南方向流失及向下部3~4含水组渗流的可能性很小;入渗场垂直渗透系数为37.16~39.79m/d,单井影响半径为199.53m。
通過對區域水文地質條件、地質鑽探、物探和水文地質抽水、單井迴灌、滲坑入滲、示蹤試驗等資料的綜閤分析,對保定市一畝泉水源地水文地質條件進行瞭繫統研究,查明瞭地層巖性、地質結構及地層滲透性等基本參數,為地下水迴灌方案設計提供瞭可靠依據。研究結果錶明,入滲場80m深度內揭露含水層7~8層,含水層巖性主要為卵礫石,滲透性較好,是較理想的入滲場地;迴灌水有利于補給第1~2含水組,迴灌水嚮西南方嚮流失及嚮下部3~4含水組滲流的可能性很小;入滲場垂直滲透繫數為37.16~39.79m/d,單井影響半徑為199.53m。
통과대구역수문지질조건、지질찬탐、물탐화수문지질추수、단정회관、삼갱입삼、시종시험등자료적종합분석,대보정시일무천수원지수문지질조건진행료계통연구,사명료지층암성、지질결구급지층삼투성등기본삼수,위지하수회관방안설계제공료가고의거。연구결과표명,입삼장80m심도내게로함수층7~8층,함수층암성주요위란력석,삼투성교호,시교이상적입삼장지;회관수유리우보급제1~2함수조,회관수향서남방향류실급향하부3~4함수조삼류적가능성흔소;입삼장수직삼투계수위37.16~39.79m/d,단정영향반경위199.53m。
By the comprehensive analysis of the data about regional hydro-geological conditions, geological drilling, geo-physical prospecting, hydro-geological pumping, single well recharge pits, infiltration and tracer test, the hydro-geologi-cal conditions of Yimuquan source in Baoding city was studied, basic parameters were identified, such as permeability, formation lithology and geological structure. A reliable basis is provided for groundwater recharge design. The results show that there are 7~8 layer aquiclude within infiltration field in 80 meters depth, the lithology is mainly composed of gravel, the permeability is good, and it is an ideal infiltration field; the first and two aquifer is firstly supplied by reinjection wa-ter, the possibility of recharge water losing to the lower three or four aquifer is very small; the vertical permeability coeffi-cient of infiltration field is 37.16~39.79m/d, the influence radius of single well is 199.53m.