摘要
南水北调东线山东段输水干渠沿线分布有第四系松散岩类孔隙含水层组、碳酸盐岩类裂隙岩溶含水层组、碎屑岩类裂隙含水层组和岩浆岩变质岩类裂隙含水层组。前2个含水层组具有巨大的含水空间,可进行地表水、地下水联合调蓄。沿线共划分出地下可调蓄区段9个,其中调蓄能力较强、调蓄条件较好应优先考虑的区段有济宁、东阿、莱龙蓬、烟台、牟平区段,调蓄能力较强但调蓄条件较差、需要辅助引水工程的区段为济南、淄博、潍坊、青岛区段。经估算,沿线地下可调蓄总量为20.4756×108m3。
Along the main canal of the Eastern Route of Shandong section of the South-to-North Water Diversion Project occur aquifers of Quaternary unconsolidated sediments, fissured-karst aquifers of carbonate rocks, fissured aquifers of clastic rocks and cranny aquifers of magmatic rocks metamorphic rocks. The first two types of aquifers are of huge void for water storage and surface water and groundwater conjunctive regulation are carried out. Nine regulation and storage sections can be divided along the canal. Priority should be given to sections with strong storage capability and good storage conditions such as Jining, Dong＇e, Yantai, Lai-Long-Peng and Muping sections. Ji＇nan, Zibo, Weifang and Qingdao sections are of strong storage capacity but poor storage condition, and require auxiliary water diversion projects. The subsurface storage amount along the canal can be estimated as 20. 4756 × 10^8m^3.
出处
《水文地质工程地质》
CAS
CSCD
北大核心
2012年第5期31-36,48,共7页
Hydrogeology & Engineering Geology
基金
山东省重大水文地质问题研究(鲁地字[2009]29号文)
关键词
地表水
地下水
调蓄能力
调蓄水量
估算
surface water
groundwater
regulation and storage capability
subsurface storage amount
estimate
作者简介
乔令海（1961-），男，研究员，主要从事水文地质环境地质研究。E—mail：qlh．6052@yahoo．com．cn
