Research Article
Mar 1970
Surface Irrigation Using Kinematic-Wave Method
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VIEW THE REPLYPublication: Journal of the Irrigation and Drainage Division
Volume 96, Issue 1
Abstract
In the kinematic-wave method, one-dimensional unsteady mathematical model for flow in surface irrigation consists of the equation of continuity for the surface flow, the simplified equation of motion, a uniform-flow formula, for the surface flow, the simplified flow equation for the subsurface flow, the infiltration equation or an empirical formula, and appropriately prescribed initial and boundary conditions. By means of the kinematic-wave method that is only valid for supercritical flow, the model is solved to yield the general solution that depends on the solution form of the cumulative depth of the subsurface flow at the head ditch. A particular solution for a constant infiltration rate reduced from the general solution is shown to be compatible with that obtained from the modified Lewis-Milne equation. The solution has different expressions for laminar and turbulent flows.
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Published In
Journal of the Irrigation and Drainage Division
Volume 96 • Issue 1 • March 1970
Pages: 39 - 46
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Mar 1970
Published online: Feb 11, 2021
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Authors
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Cheng-lung Chen, AM.ASCE
Prof. Civ. Engrg., Utah Water Research Lab., Utah State Univ., Logan, Utah; formerly, Assoc. Prof. Civ. Engrg., Univ. of Illinois, Urbana, Ill
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.