Description and Evaluation of Program: CARIMA
Publication: Journal of Irrigation and Drainage Engineering
Volume 119, Issue 4
Abstract
This paper is one of a series resulting from the ASCE Task Committee on Irrigation Canal System Hydraulic Modeling, including presentation and evaluation of several programs, one of which is CARIMA. The CARIMA code simulates unsteady free‐surface flow in simple or multiply connected systems of rivers or canals. The simulation uses the Preissmann implicit finite difference method for solution of the complete de St. Venant equations and appropriate equations for hydraulic structures. Special features of the code include automatic topology recognition, a user interface for fully implicit incorporation of specialized supervisory and global control schemes, and the lack of any preset limits on network complexity or size of data tables. CARIMA was used to evaluate a canal automation algorithm at the California Polytechnic Model Canal facility. This investigation provided a useful comparison of CARIMA modeling results with actual results recorded on the Model Canal, and helped to set the specifications for the implementation of many of the computational techniques of CARIMA, in the CanalCAD modeling system.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Burt, C. M. (1983). “Regulation of sloping canals by automatic downstream control,” Ph.D. dissertation, Utah State Univ., Logan, Utah.
2.
Burt, C. M., and Parrish, J. (1989). Canal automation providing on‐demand deliveries for efficient irrigation. Water Resour. Program, U.S. Geological Survey, Washington, D.C.
3.
Contractor, D. N., and Schuurmans, W. (1991). “Informed use and potential pitfalls of models.” Proc. of the Irrigation and Drainage Specialty Conf., ASCE, New York, N.Y.
4.
Cunge, J. A., Holly, F. M. Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pitman Publishing Ltd., London, England.
5.
Holly, F. M. Jr., and Merkley, G. (1991). “Unique problems in modeling irrigation canals.” Irrigation and Drainage Specialty Conf., ASCE, New York, N.Y.
6.
Holly, F. M. Jr., and Parrish, J. (1992). Dynamic flow simulation in irrigation canals with automatic gate control. Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, Iowa.
7.
Meselhe, E., and Holly, F. M. Jr. (1992). “De St. Venant modeling in the irrigation environment.” Proc. Water Forum '92, ASCE, New York, N.Y.
8.
Preissmann, A. P. (1961). “Propagation des intumescences dans les canaux et rivieres.” Proc. First Congress of the French Association for Computation, Grenoble, September.
9.
Rogers, D. C., Schuurmans, W., and Keith, J. (1991). “Canal model evaluation and comparison criteria.” Proc. of the Irrigation and Drainage Specialty Conf., ASCE, New York, N.Y.
10.
Savic, L. (1991). “Computation of open‐channel discontinuous flows using the modified Godunov method,” PhD thesis, Univ. of Iowa, Iowa City, Iowa.
11.
Stoker, J. J. (1957). Water waves. Interscience Publishers, New York, N.Y.
Information & Authors
Information
Published In
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Feb 24, 1992
Published online: Jul 1, 1993
Published in print: Jul 1993
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.