Forchheimer Groundwater Flow Law Type Curves for Leaky Aquifers
Author:
Affiliation:
1. Technical Univ. of Yildiz, Civil Engineering Faculty, Hydraulics Division, Yildiz 34349, Istanbul, Turkey.
2. Technical Univ. of Istanbul, Civil Engineering Faculty, Hydraulics Division, Maslak 80626, Istanbul, Turkey.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282004%299%3A1%2851%29
Reference32 articles.
1. Ahmad N. (1998). “Evaluation of groundwater resources in the upper middle part of Chaj-Doak area Pakistan.” PhD thesis Istanbul Technical Univ. Turkey.
2. Non-Darcy flow and its implications to seepage problem.;Basak P.;J. Irrig. Drain. Eng.,1977
3. Darcy H. (1856). Les fountaines publiques de la ville de dijon Victor Dalmond Paris.
4. De Glee G. J. (1930). Over Grondwaterstroomingen bij Wateronttrekking door van Putten Waltman Jr. Delft The Netherlands.
5. De Wiest. (1965). Geohydrology Wiley New York 532.
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