摘要
本项研究重点对地下水库建库研究成果作了介绍,其成果有,地下水库水资源量计算应用参数成果、地下坝设计孔距计算及板墙厚度计算应用公式成果、地下水库不同回灌工程补给强度成果(建闸蓄水回灌)、地下坝物理力学指标成果、地下建库预期目标及完成情况,并结合建库设计需要,首次提出了建库设计水源计算以及高喷建坝设计计算应用的变参方程,解决了建库供水水源计算以及高喷建坝设计计算的难题,为滨海平原缺水地区供水开源兴建地下水库提供了科学依据及建库方法.
In this paper, part of the study result is presented of seawater intrusion preventionthrough water supply by underground reservoirs which are built by high pressure jet grouting inthe coastal loose sedimentary deposit areas in China. Combining with the dam design, it is thefirst time to raise parameter equation for water resources calculation of underground reservoir design and hole distance calculation formula of different rock strata and reservoir depth for dam design calculation. It solves the difficult problem of dam design by high pressure jet grouting andwater resources calculation, provides scientific basis and dam building methods for supplying water and building underground reservoirs in the coastal water-deficient areas.
出处
《水利水电技术》
CSCD
北大核心
1997年第8期15-17,共3页
Water Resources and Hydropower Engineering
关键词
地下水库
供水
海水入侵
地下水资源
Underground reservoir, Building dams by high pressure jet groutrg, Optimization of hole distance, Recharge by rain-flood, Seawater intrusion prevention