Seepage streams out of canals and ditches overlying shallow water tables
Author:
Publisher
Elsevier BV
Subject
Water Science and Technology
Reference8 articles.
1. Free boundary problems in the theory of fluid flow through porous media: a numerical approach;Baiocchi;Calcolo,1973
2. Theoretical aspects of seepage from open channels;Bouwer;J. Hydraul. Div., A.S.C.E.,1965
3. A numerical solution of an irrigation flowfield;Bruch;Int. J. Numer. Anal. Methods Geomechanics,1979
4. A variational inequality method applied to free surface seepage from a triangular ditch;Bruch;Water Resour. Res.,1978
5. Seepage from a trapezoidal and rectangular channel using variational inequalities;Bruch;J. Hydrol.,1978
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1. Characterization and control of irrigation canal seepage losses: A review and perspective focused on field data;Agricultural Water Management;2023-11
2. Quantitative Analysis of Groundwater Flow near a Partially Penetrating River under Riverside Pumping;Acta Geologica Sinica - English Edition;2010-09-07
3. Cost-efficiency study of various methods for solving the seepage through dam problem using variational inequalities;International Journal for Numerical Methods in Engineering;1981-09
4. A survey of free boundary value problems in the theory of fluid flow through porous media: variational inequality approach — Part II;Advances in Water Resources;1980-09
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