Transient flow to open drains: Comparison of linearized solutions with and without the Dupuit assumption | Zendy

Giesen N. C. | Zendy; Parlange J.Y. | Zendy; Steenhuis T. S. | Zendy

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Transient flow to open drains: Comparison of linearized solutions with and without the Dupuit assumption

Author(s) -

Giesen N. C.,

Parlange J.Y.,

Steenhuis T. S.

Publication year - 1994

Publication title -

water resources research

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 1.863

H-Index - 217

eISSN - 1944-7973

pISSN - 0043-1397

DOI - 10.1029/94wr01733

Subject(s) - streamlines, streaklines, and pathlines , laplace transform , transient (computer programming) , laplace's equation , flow (mathematics) , computation , boundary value problem , mathematics , transient flow , aquifer , mathematical analysis , mechanics , range (aeronautics) , geology , physics , geotechnical engineering , computer science , engineering , groundwater , meteorology , surge , operating system , algorithm , aerospace engineering

A solution of the Laplace equation with linearized boundary conditions is presented for unsteady flow through a rectangular aquifer. The results are compared with those of the linearized Boussinesq equation. The linearized solution based on the Laplace equation is as, easy to use as Boussinesq's solution, has a wider range of application, and allows accurate computation of streamlines.

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