摘要
本文以真实反映潜水流特点的渗流理论研究成果为基础,提出计算潜水稳定降落漏斗中心最大水位下降及其体积计算方法,并对极限降落漏斗形式和体积进行探讨。
Based on the research result of seepage theory which reflects actually the features of confined water flow, the method for calculating the maximum drawdown of stable cone of influence centre of confined water and its volume is proposed and the form and volume of ultimate cone of influence are studied.
出处
《工程勘察》
CSCD
北大核心
1989年第3期34-36,共3页
Geotechnical Investigation & Surveying
