Groundwater flow in a sandy tidal beach: 2. Two‐dimensional finite element analysis
- 1 February 1972
- journal article
- Published by American Geophysical Union (AGU) in Water Resources Research
- Vol. 8 (1) , 121-128
- https://doi.org/10.1029/wr008i001p00121
Abstract
Two‐dimensional finite element techniques are described that model closely the complicated fluctuations observed in the water table of an ocean beach. The use of triangular elements permits the specification of more realistic boundary conditions than the use of line elements in a one‐dimensional model. Also, results obtained from the two‐dimensional model for the region close to the ocean compare more favorably with field data than results obtained from the one‐dimensional finite element model.This publication has 8 references indexed in Scilit:
- Groundwater Flow in a Sandy Tidal Beach: 1. One‐Dimensional Finite Element AnalysisWater Resources Research, 1971
- Use of Linear Programing for Estimating Geohydrologic Parameters of Groundwater BasinsWater Resources Research, 1971
- Numerical Analysis of Free Surface Seepage ProblemsJournal of the Irrigation and Drainage Division, 1971
- Variational Principles for Confined and Unconfined Flow of Ground WaterWater Resources Research, 1970
- Finite Element Method of Analyzing Steady Seepage with a Free SurfaceWater Resources Research, 1970
- A Method of Analyzing Transient Fluid Flow in Multilayered AquifersWater Resources Research, 1969
- Theoretical Analysis of Regional Ground Water Flow: 3. Quantitative InterpretationsWater Resources Research, 1968
- On the flow of water in an elastic artesian aquiferEOS, Transactions American Geophysical Union, 1940