TECHNICAL PAPERS
Apr 1, 2009

Integrated Reservoir-Based Canal Irrigation Model. II: Application

Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 2

Abstract

In a companion paper, development of an integrated reservoir-based canal irrigation model (IRCIM) was described. This developed model combines catchment hydrological modeling, reservoir water balance, command hydrological modeling, and a simple canal hydraulic simulation through a rotational irrigation management system, and simulates the whole system as a single unit to ensure equitable distribution of supply to meet the demand if possible, or, to minimize the gap between the supply and demand. In this paper, the developed model was applied to Kangsabati Irrigation Project, West Bengal, India, as a case study. Results showed that IRCIM successfully simulated the operation of the test reservoir after proper calibration and was able to determine better delivery schedules than that actually practiced. The best delivery schedule determined by IRCIM improved the performance of the test irrigation project considerably over the actual delivery schedule for most of the simulation years. Based on these yearly results, a year-independent alternative delivery schedule was also proposed which could be followed mechanically without a manager’s expertise or experience on the particular irrigation project. It was also shown that IRCIM could be used successfully both modulewise or in an integrated way depending on the requirement of the irrigation manager for efficient operation of any reservoir-based canal irrigation systems either for preseason planning of allocation schedules based on hydrologic and hydraulic simulations or for postseason evaluation of the system performance.

Get full access to this article

View all available purchase options and get full access to this article.

References

Allen, R. G., Pereira, L. S., Raes, D., and Smith, M. (1998). “Crop evapotranspiration—Guidelines for computing crop water requirements.” Irrig., and Drain. Paper 56, Food and Agriculture Organization of the United Nations (FAO), Rome.
Bos, M. G. (1997). “Performance indicators for irrigation and drainage.” Irrig. Drain. Syst., 11, 137–199.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Doorenbos, J., and Pruitt, W. O. (1977). “Guidelines for predicting crop water requirements.” Irrig., and Drain. Paper 24, Food and Agriculture Organization of the United Nations (FAO), Rome.
Engman, E. T. (1986). “Roughness coefficients for routing surface runoff.” J. Irrig. Drain. Eng., 112(1), 39–53.
Gontia, N. K. (2005). “Crop water stress indices and evapotranspiration estimation for irrigation scheduling and yield modeling of wheat crop using remote sensing and GIS.” Ph.D. thesis, Indian Inst. of Technology (IIT), Kharagpur, India.
Hargreaves, G. H. (1994). “Defining and using reference evapotranspiration.” J. Irrig. Drain. Eng., 120(6), 1132–1139.
Khepar, S. D., Yadav, A. K., Sondhi, S. K., and Siag, M. (2000). “Water balance model for paddy fields under intermittent irrigation practices.” Irrig. Sci., 19(4), 199–208.
Levenberg, K. (1944). “A method for the solution of certain problems in least squares.” Q. Appl. Math., 2(2), 164–168.
Marquardt, D. W. (1963). “An algorithm for least-squares estimation of nonlinear parameters.” SIAM J. Appl. Math., 11(2), 431–441.
Mishra, A., Anand, A., Singh, R., and Raghuwanshi, N. S. (2001). “Hydraulic modeling of Kangsabati main canal for performance assessment.” J. Irrig. Drain. Eng., 127(1), 27–34.
Mishra, A., Ghorai, A. K., and Singh, S. R. (1998). “Rainwater, soil and nutrient conservation in rainfed rice lands in Eastern India.” Agric. Water Manage., 38, 45–57.
Molden, D. J., and Gates, T. K. (1990). “Performance measures for evaluation of irrigation water delivery systems.” J. Irrig. Drain. Eng., 116(6), 804–823.
Molden, D. J., Sakthivadial, R., Perry, C., de Fraiture, C., and Kloezen, W. H. (1998). “Indicators for comparing performance of irrigated agricultural systems.” Res. Rep. No. 20, Int. Water Mgmt. Inst., (IWMI), Colombo, Sri Lanka, 26.
Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12, 513–522.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., Williams, J. R., and King, K. W. (2002). Soil and water assessment tool. Theoretical documentation, Version 2000, Soil and Water Res. Laboratory, Agric. Res. Service (ARS), Texas and Blackland Res. Center, Texas Agric. Experiment Station, Tex.
Perry, C. J. (1996). “Quantification and measurement of a minimum set of indicators of the performance of irrigation systems.” Final draft paper, International Irrigation Management Institute (IIMI), Colombo, Sri Lanka.
Rao, P. S. (1993). “Review of selected literature on indicators of irrigation performance.” Research paper No. 13, International Irrigation Management Institute (IIMI), Colombo, Sri Lanka.
Sakthivadivel, R., de Fraiture, C., Molden, D. J., Perry, C., and Kloezen, W. H. (1999). “Indicators of land and water productivity in irrigated agriculture.” Int. J. Water Resour. Dev., 15(1–2), 161–179.
Santhi, C., and Pundarikanthan, N. V. (2000). “A new planning model for canal scheduling of rotational irrigation.” Agric. Water Manage., 43, 327–343.
Soil Conservation Service (SCS). (1972). National engineering handbook. Sec. 4: Hydrology (SCS), USDA, Washington, D.C.
Smith, M. (1992). “CROPWAT: A computer program for irrigation planning and management.” Irrig., and Drain. Paper 46, Food and Agriculture Organization of the United Nations (FAO), Rome.
van Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
Vyas, S. K., and Sarma, P. B. S. (1992). “An analytical model for estimation of flows at various locations in a canal command area.” Irrig. Power, 48(1), 125–137.
Water and Power Consultancy Services (WAPCOS). (2003). “Performance evaluation studies of Kangsabati irrigation projects.” Final Rep., Central Water Comm. (CWC), Govt. of India, New Delhi.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 135Issue 2April 2009
Pages: 158 - 168

History

Received: Oct 17, 2007
Accepted: Sep 4, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Lecturer, Dept. of Agricultural Engineering, North Eastern Regional Institute of Science and Technology, Nirjuli (Itanagar), Arunachal Pradesh 791109, India (corresponding author). E-mail: [email protected]
A. Bandyopadhyay
Scientist ‘B’, Centre for Flood Management Studies (Brahmaputra Basin), National Institute of Hydrology, Guwahati, Assam 781006, India.
N. S. Raghuwanshi
Professor, Dept. of Agricultural and Food Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India.
R. Singh
Professor, Dept. of Agricultural and Food Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share