Abstract
A procedure is presented for designing a system to reuse runoff from free outflow irrigation borders. Runoff volumes are obtained using four dimensionless variables and runoff curves developed with a zero-inertia mathematical model. An example of the design procedure includes different modes of reuse system operation.
Original language | English (US) |
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Pages (from-to) | 160-174 |
Number of pages | 15 |
Journal | Journal of Irrigation and Drainage Engineering |
Volume | 111 |
Issue number | 2 |
DOIs | |
State | Published - Jun 1985 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Water Science and Technology
- Agricultural and Biological Sciences (miscellaneous)