Appropriate Boundary Condition for Dupuit-Boussinesq Theory on the Steady Groundwater Flow in an Unconfined Sloping Aquifer With Uniform Recharge
Author:
Affiliation:
1. Disaster Prevention Research Institute; Kyoto University; Uji Kyoto Japan
Funder
Japan Society for the Promotion of Science
Publisher
American Geophysical Union (AGU)
Subject
Water Science and Technology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1029/2018WR023070/fullpdf
Reference33 articles.
1. A class of exact solutions of the Boussinesq equation for horizontal and sloping aquifers;Bartlett;Water Resources Research,2018
2. Theoretical and conceptual models of subsurface hillslope flows;Basha;Water Resources Research,2005
3. Kinematic subsurface stormflow;Beven;Water Resources Research,1981
4. Late-time drainage from a sloping Boussinesq aquifer;Bogaart;Water Resources Research,2013
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1. Analytical Solution of the Linearized Boussinesq Equation Considering Time-Dependent Downslope Boundary, Variable Recharge and Bedrock Seepage;Water Resources Management;2024-01-31
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3. Comment on “Appropriate Boundary Condition for Dupuit‐Boussinesq Theory on the Steady Groundwater Flow in an Unconfined Sloping Aquifer With Uniform Recharge” by Wu et al.;Water Resources Research;2019-04
4. Reply to comment by Kong et al. on “Appropriate Boundary Condition for Dupuit‐Boussinesq Theory on the Steady Groundwater Flow in an Unconfined Sloping Aquifer With Uniform Recharge”;Water Resources Research;2019-04
5. A TRANSIENT MODEL FOR SHALLOW GROUNDWATER TABLE EVOLUTION IN AN UNCONFINED SLOPING AQUIFER;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2018
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