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) |
|---|---|
| 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)
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