Optimal Furrow Design. II: Explicit Calculation of Design Variables
Author:
Affiliation:
1. Assoc. Prof., Lab. of Agric. Hydr., Agric. Univ. of Athens, 75 Iera Odos, 11855, Athens, Greece. E-mail: lhyd2vay@aua.gr
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282001%29127%3A4%28209%29
Reference13 articles.
1. Elliott R. L. and Walker W. R. ( 1982). “Field evaluation of furrow infiltration and advance functions.” Trans. ASAE 25(2) 396–400.
2. “Zero-inertia modeling of furrow irrigation advance.”;Elliott R. L.;J. Irrig. and Drain. Div.,1982
3. Surface Irrigation Optimization Models
4. Philip J. R. and Farrell D. A. ( 1964). “General solution of the infiltration-advance problem in irrigation hydraulics.” J. Geophys. Res. 69 621–631.
5. Sensitivity of Furrow Irrigation System Cost and Design Variables
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