Analytical solution for the evolution of exit point along the sloping seepage face
Author:
Affiliation:
1. Department of Hydraulic Engineering ChangJiang Institute of Technology Wuhan PR China
2. School of Civil Engineering Wuhan University Wuhan PR China
3. School of Civil Engineering and Architecture Nanchang University Nanchang PR China
Funder
National Natural Science Foundation of China
Natural Science Foundation of Hubei Province
Publisher
Wiley
Subject
General Engineering,General Mathematics
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/mma.5758
Reference43 articles.
1. Recherches théoriques sur l'écoulement des nappes d'eau infiltrées dans le sol et sur le débit des sources;Boussinesq J;J Math Pures Appl,1904
2. Theory of Fluid Flows Through Natural Rocks
3. Applicability of linearized Boussinesq equation for modeling bank storage under uncertain aquifer parameters
4. Water-table fluctuation in semipervious stream-unconfined aquifer systems
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Efficient representation of transient tidal overheight in a coastal groundwater flow model using a phase-averaged tidal boundary condition;Advances in Water Resources;2023-11
2. Drawdown of urban drain trenches triggering 2-D transient seepage in soil massifs subject to managed aquifer discharge: sandbox experiments, analytical and HYDRUS2D modeling;Urban Water Journal;2022-01-03
3. Analytical solutions of non-Darcy seepage of grouted subsea tunnels;Tunnelling and Underground Space Technology;2020-02
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3