Finite Difference Solution for Drainage of Heterogeneous Sloping Lands
The two-dimensional problem of tile drainage on sloping heterogeneous lands was considered. The land surface and the impermeable boundaries of the problem were of a general shape. The flow in both the saturated and unsaturated zones was considered and the system was treated as one composite system....
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ndltd-UTAHS-oai-digitalcommons.usu.edu-etd-25972019-10-13T05:57:15Z Finite Difference Solution for Drainage of Heterogeneous Sloping Lands Natur, Fahd Salih The two-dimensional problem of tile drainage on sloping heterogeneous lands was considered. The land surface and the impermeable boundaries of the problem were of a general shape. The flow in both the saturated and unsaturated zones was considered and the system was treated as one composite system. The problem was solved by a finite difference numerical method using the successive over-relaxation iterative (SOR) method for the steady state case with no local recharge, and a combined Newton inner iteration and successive over- relaxation outer iteration for the transient state case with local recharge. Both the rising water table and the falling water table cases were simulated. A computer program was written in Fortrain IV Language for this purpose, and a UNIVAC 1108 computer system was used. The results of two runs for a hypothetical problem and one run for a field testing problem are presented. The results were compared with some approxi'mate mathematical solutions for the falling water table. 1974-05-01T07:00:00Z text application/pdf https://digitalcommons.usu.edu/etd/1598 https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=2597&context=etd All Graduate Theses and Dissertations DigitalCommons@USU Civil and Environmental Engineering Engineering |
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Civil and Environmental Engineering Engineering |
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Civil and Environmental Engineering Engineering Natur, Fahd Salih Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
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The two-dimensional problem of tile drainage on sloping heterogeneous lands was considered. The land surface and the impermeable boundaries of the problem were of a general shape. The flow in both the saturated and unsaturated zones was considered and the system was treated as one composite system. The problem was solved by a finite difference numerical method using the successive over-relaxation iterative (SOR) method for the steady state case with no local recharge, and a combined Newton inner iteration and successive over- relaxation outer iteration for the transient state case with local recharge. Both the rising water table and the falling water table cases were simulated. A computer program was written in Fortrain IV Language for this purpose, and a UNIVAC 1108 computer system was used. The results of two runs for a hypothetical problem and one run for a field testing problem are presented. The results were compared with some approxi'mate mathematical solutions for the falling water table. |
author |
Natur, Fahd Salih |
author_facet |
Natur, Fahd Salih |
author_sort |
Natur, Fahd Salih |
title |
Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
title_short |
Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
title_full |
Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
title_fullStr |
Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
title_full_unstemmed |
Finite Difference Solution for Drainage of Heterogeneous Sloping Lands |
title_sort |
finite difference solution for drainage of heterogeneous sloping lands |
publisher |
DigitalCommons@USU |
publishDate |
1974 |
url |
https://digitalcommons.usu.edu/etd/1598 https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=2597&context=etd |
work_keys_str_mv |
AT naturfahdsalih finitedifferencesolutionfordrainageofheterogeneousslopinglands |
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1719267179288854528 |