TECHNICAL PAPERS
Jan 1, 1988

Sizing of Terminal Units in Surface Irrigation Projects: II

Publication: Journal of Water Resources Planning and Management
Volume 114, Issue 1

Abstract

The terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, and, for the case of new irrigation projects, by choosing an appropriate benefit‐cost ratio, the corresponding terminal area size n can be determined from the correlation generated between n and the B/C ratio. For irrigation improvement projects such correlation tends to peak at given values of n that can be chosen for further design. The Markov Chain Model (MCM) can be used to assess the nature of the problem in the terminal area and to project the impact of different improvement strategies at the terminal level. The importance of farmer cooperation is demonstrated, and the impact of improving it is demonstrated using typical values of parameters.

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References

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Aisenbrey, A. J., Jr., et al. (1978). Design of small canal structures, United States Department of the Interior, Bureau of Reclamation, Denver, Colo. 146–161.
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Clyma, W., and Sritharan, S. (1984). Planning and operational plan design for management of irrigation projects, paper presented at Senior Officials Workshop, Colorado State University, Fort Collins, Colo.
3.
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Howe, C. W. (1971). “Benefit‐cost analysis for water system plannng.” Water Resources Monograph 2, American Geophysical Union, Washington, D.C.
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Reddy, J. M. (1980). “Irrigation system improvement by simulation and optimization,” thesis presented to Colorado State University, at Fort Collins, Color in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Reddy, J. M., and Clyma, W. (1981). “Optimal design of border irrigation systems.” J. Irrig. Drain. Div., ASCE, 107(IR3), 289–306.
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Shaner, W. W. (1979). Project planning for developing economies, Praeger Publishers, New York, N.Y.
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Sritharan, S. (1984). “Synthesis of design, operation and management of surface irrigation systems,” thesis presented to Colorado State University, at Fort Collins, Color, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Sritharan, S., Clyma, W., Richardson, E. V. (1988). “Sizing of terminal units in surface irrigation projects: I.” J. Water Res. Plng. and Mgmt., 114(WR1), 20–37.
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Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 114Issue 1January 1988
Pages: 38 - 51

History

Published online: Jan 1, 1988
Published in print: Jan 1988

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Authors

Affiliations

Subramania Iyer Sritharan, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Everett V. Richardson, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80423
Wayne Clyma
Prof., Dept. of Agr. and Chem. Engrg., Colorado State Univ., Fort Collins, CO 80523

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