The development of a computer program to simulate water flow in irrigation canals
The simulation of unsteady non-uniform flow of water in irrigation canals consists of the numerical solution of the continuity and dynamic differential equations. These equations are solved by finite differences by using the Preissmann scheme.
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Veröffentlicht in: | Water S. A. 1987-01, Vol.13 (2), p.103-108 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | afr |
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Online-Zugang: | Volltext |
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Zusammenfassung: | The simulation of unsteady non-uniform flow of water in irrigation canals consists of the numerical solution of the continuity and dynamic differential equations. These equations are solved by finite differences by using the Preissmann scheme. |
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ISSN: | 0378-4738 |