| contributor author | John D. Valiantzas | |
| date accessioned | 2017-05-08T20:49:11Z | |
| date available | 2017-05-08T20:49:11Z | |
| date copyright | August 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9437%282001%29127%3A4%28209%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28056 | |
| description abstract | The furrow irrigation system design problem (at minimum cost) is significantly simplified by analytically solving it. For a specified furrow length, a simple algebraic equation is derived to directly calculate the appropriate inflow rate (and cutoff time) so that the minimum cost of the furrow system is obtained. The proposed equation is independent of the water and labor cost coefficients. Comparison tests indicated that the optimum inflow rate values obtained analytically were in close agreement to the optimum values obtained using the outcome of the zero-inertia numerical model. The method is extended for furrow design considering the furrow length also as a design variable. The optimum number of distribution lines and widthwise furrow sets are easily determined by a simple calculation procedure. | |
| publisher | American Society of Civil Engineers | |
| title | Optimal Furrow Design. II: Explicit Calculation of Design Variables | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2001)127:4(209) | |
| tree | Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 004 | |
| contenttype | Fulltext | |