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Programming for Pavlovsky's ground-water problem
Amount of seepage and free surface profile in unconfined flow between two water bodies above inclined impervious layer are highly dependent on normal depth of flow; computer program presented not only reduces time element but also encompasses rising surface and falling surface types of flow for values of slope greater and less than zero and for range of headwater and tailwater values; this is made possible by using Kuo's method of false position, which is uniquely adapted to problems where unknown function is expressed unavoidably in terms of same unknown parameter; variations in length of impervious medium are considered and one example is presented.
Programming for Pavlovsky's ground-water problem
Amount of seepage and free surface profile in unconfined flow between two water bodies above inclined impervious layer are highly dependent on normal depth of flow; computer program presented not only reduces time element but also encompasses rising surface and falling surface types of flow for values of slope greater and less than zero and for range of headwater and tailwater values; this is made possible by using Kuo's method of false position, which is uniquely adapted to problems where unknown function is expressed unavoidably in terms of same unknown parameter; variations in length of impervious medium are considered and one example is presented.
Programming for Pavlovsky's ground-water problem
ASCE -- Proc (J Irrigation and Drainage Div)
Papadopoulos, G.T. (author) / Laguros, J.G. (author)
1968
8 pages
Article (Journal)
English
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