| contributor author | Sheik M. H. Yussuff | |
| contributor author | H. S. Chauhan | |
| contributor author | Manoj Kumar | |
| contributor author | V. K. Srivastava | |
| date accessioned | 2017-05-08T20:47:57Z | |
| date available | 2017-05-08T20:47:57Z | |
| date copyright | January 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9437%281994%29120%3A1%2897%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27536 | |
| description abstract | The problem of seepage from an unlined earthen canal is considered. The phreatic surface generated on the two sides of the canal is characterized by the nonlinear Boussinesq equation incorporating the slope element. A closed‐form analytical solution to the linearized Boussinesq equation was derived. A finite‐difference solution to the nonlinear Boussinesq equation was also obtained using the unconditionally stable Du Fort‐Frankel explicit method for the seepage problem in the semiinfinite flow problem. The numerical solution in general predicted a higher phreatic surface than the analytical solution. | |
| publisher | American Society of Civil Engineers | |
| title | Transient Canal Seepage to Sloping Aquifer | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1994)120:1(97) | |
| tree | Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001 | |
| contenttype | Fulltext | |