Hydrologic Modeling of a Canal-Irrigated Agricultural Watershed with Irrigation Best Management Practices: Case Study
Publication: Journal of Hydrologic Engineering
Volume 16, Issue 9
Abstract
Simulating irrigation systems by accounting for various water loss rates is necessary while modeling the hydrology of cultivated canal-irrigated watersheds. The existing approaches to modeling canal irrigation use situation-specific optimization procedures. In addition, they are focused on a water management perspective rather than a hydrologic perspective. In this study, an approach is developed to model canal irrigation systems and irrigation best management practices (BMPs) to adequately simulate the water balance of irrigated watersheds. The approach is based on the water requirement of crops, number and frequency of irrigation, and critical crop water requirement stages. Two irrigation BMPs are modeled as water savers rather than physical changes in irrigation appurtenances. Land leveling is modeled by changing model parameters and water management by changes in frequency, timing, and magnitude of irrigation with respect to cumulative precipitation. The developed approach was tested with a intensively cultivated, canal-irrigated watershed using the Soil and Water Assessment Tool (SWAT). Test results suggest that the approach captures water balance and observed runoff hydrograph of the study area adequately.
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Acknowledgments
The authors wish to thank Andy Garza and Ronnie Ramirez of Texas State Soil and Water Conservation Board and Roger Miranda of the Texas Commission of Environmental Quality for their help in data collection for this study. The authors thank TSSWCB and the U.S. Environmental Protection Agency for funding this work.
References
Arnold, J. G., Allen, P. M., and Bernhardt, G. (1993). “A comprehensive surface-groundwater flow model.” J. Hydrol. (Amsterdam), 142(1–4), 47–69.
Arnold, J. G., Allen, P. M., Muttiah, R., and Bernhardt, G. (1995). “Automated base flow separation and recession analysis techniques.” J. Hydrol. (Amsterdam), 33(6), 1010–1018.
Brown, L. F., Brewton, J. L., Evans, T. J., McGowen, J. H., White, W. A., Groat, C. G., and Fisher, W. L. (1980). Environmental geological atlas of the Texas coastal zone: Brownsville-Harlingen area, Bureau of Economic Geology, Univ. of Texas, Austin, TX.
Bosch, D. D., Sheridan, J. M., Batten, H. L., and Arnold, J. G. (2004). “Evaluation of the SWAT model on a coastal plain agricultural watershed.” Trans. ASAE, 47(5), 1493–1506.
Burt, C. M. (1993). “Irrigation canal simulation model usage.” J. Irrig. Drain Eng., 119(4), 631–636.
Chanasyk, D. S., Mapfumo, E., and Williams, W. (2003). “Quantification and simulation of surface runoff from fescue grassland watersheds.” Agric. Water Manage., 59(2), 137–153.
Chu, T. W., and Shirmohammadi, A. (2004). “Evaluation of the SWAT model’s hydrology component in the Piedmont physiographic region of Maryland.” Trans. ASAE, 47(4), 1057–1073.
Cruces, L. (2003). “Drought strategies for cotton.” Circular 582, Cooperative Extension Service, College of Agriculture and Home Economics, New Mexico State Univ., Las Cruces, NM.
Di Luzio, M., and Arnold, J. G. (2004). “Formulation of a hybrid calibration approach for a physically based distributed model with NEXRAD data input.” J. Hydrol. (Amsterdam), 298(1–4), 136–154.
Du, B., Arnold, J. G., Saleh, A., and Jaynes, D. B. (2005). “Development and application of SWAT to landscapes with tiles and potholes.” Trans. ASAE, 48(3), 1121–1137.
Fipps, G. (2005). Potential water savings in irrigated agriculture for the Rio Grande planning region, Irrigation Technology Center, Dept. of Biological and Agricultural Engineering, Texas A&M Univ. System, College Station, TX.
Fipps, G., and Pope, C. (1998). “Implementation of a district management system in the Lower Rio Grande Valley of Texas.” Proc. 14th Technical Conf. on Contemporary Challenges in Irrigation and Drainage, U.S. Committee on Irrigation and Drainage, Phoenix.
Fipps, G., and Pope, C. (1999). Irrigation district efficiencies and potential water savings in the Lower Rio Grande Valley of Texas, Texas A&M Univ., College Station, TX.
Fohrer, N., Haverkamp, S., Eckhardt, K., and Frede, H. G. (2001). “Hydrologic response to land use changes on the catchment scale.” Phys. Chem. Earth B, 26(7–8), 577–582.
Gassman, P. W., Reyes, M. R., Green, C. H., and Arnold, J. G. (2007). “The soil and water assessment tool: Historical development, applications and future research directions.” Trans. ASABE, 50(4), 1211–1250.
George, B. A., Raghuwanshi, N. S., and Singh, R. (2004). “Development and testing of a GIS integrated irrigation scheduling model.” Agric. Water Manage., 66(3), 221–237.
Ghumman, A. R., Khan, M. Z., and Khan, M. J. (2006). “Use of numerical modeling for management of canal irrigation water.” Irrig. Drain, 55(4), 445–458.
Immerzeel, W. W., and Droogers, P. (2008). “Calibration of a distributed hydrological model based on satellite evapotranspiration.” J. Hydrol. (Amsterdam), 349(3–4), 411–424.
Kannan, N., White, S. M., Worrall, F., and Whelan, M. J. (2007). “Sensitivity analysis and identification of the best evapotranspiration and runoff options for hydrological modeling in SWAT-2000.” J. Hydrol. (Amsterdam), 332(3–4), 456–466.
Lecina, S., Playan, E., Isidoro, D., Dechmi, F., Causape, J., and Faci, J. M. (2005). “Irrigation evaluation and simulation at the Irrigation District V of Bardenas (Spain).” Agric. Water Manage., 73(3), 223–245.
Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Bingner, R. L., Harmel, D., and Veith, R. D. (2007). “Model evaluation guidelines for systematic quantification of accuracy in watershed simulations.” Trans. ASABE, 50(3), 885–900.
Muleta, M. K., and Nicklow, J. W. (2005). “Sensitivity and uncertainty analysis coupled with automatic calibration for a distributed watershed model.” J. Hydrol. (Amsterdam), 306(1–4), 127–145.
National Oceanic and Atmospheric Administration. (1996). Climatological data, Texas, annual summary: Asheville, NC, Vol. 101, No. 13, U.S. Dept. of Commerce, Washington, DC.
Nash, J. E., and Suttcliffe, J. V. (1970). “River flow forecasting through conceptual models, part I—A discussion of principles.” J. Hydrol. (Amsterdam), 10(3), 282–290.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2004). Soil and water assessment tool—Version 2000—User’s manual, Texas Water Resources Institute, College Station, TX.
Rains, T. H., and Miranda, R. M. (2002). “Simulation of flow and water quality of the Arroyo Colorado, Texas, 1989–99.” Rep. No. 02-4110, USGS, Water Resources Investigations, Austin, TX.
Ramesh, B. R., Venugopal, K., and Karunakaran, K. (2009). “Zero-one programming model for daily operation scheduling of irrigation canal.” J. Agric. Sci., 1(1), 13–19.
Rosenthal, W., and Garza, A. (2007). “SWAT simulations of nutrient loadings in the Arroyo Colorado watershed.” Proc. 2007 ASABE Annual Int. Meeting, American Society of Agricultural and Biological Engineers, St. Joseph, MI.
Santhi, C., Muttiah, R. S., Arnold, J. G., and Srinivasan, R. (2005). “A GIS based regional planning tool for irrigation demand assessment and savings using SWAT.” Trans. ASAE, 48(1), 137–147.
Santhi, C., and Pundarikanthan, N. V. (2000). “A new planning model for canal scheduling of rotational irrigation.” Agric. Water Manage., 43(3), 327–343.
Soil Conservation Service (SCS). (1956). “Hydrology.” National engineering handbook, Supplement A, Section 4, Chapter 10, U.S. Department of Agriculture, Washington, DC.
Stichler, C., and McFarland, M. (2001). “Crop nutrient needs in south and southwest Texas.” B-6053, 04-01, Texas Agricultural Extension Service, Texas A&M Univ. System, College Station, TX.
Stichler, C., McFarland, M., and Coffman, C. (2008). “Irrigated and dryland grain sorghum production: South and southwest Texas.” 5M—5-97, New AGR1, Texas Agricultural Extension Service, Texas A&M Univ. System, College Station, TX
Texas Water Development Board (TWDB). (2005). “Water conservation best management practices (BMP) guide for agriculture in Texas.” Based on the Agricultural BMPs contained in Rep. 362, Water Conservation Implementation Task Force, Austin, TX.
Trostle, C., and Porter, P. (2001). Common concerns in west Texas sunflower production and ways to solve them, Texas Agricultural Extension Service, Texas A&M Univ. System, College Station, TX.
van Griensven, A., and Meixner, T. (2003). “Sensitivity, optimisation and uncertainty analysis for the model parameters of SWAT.” Proc. Second Int. SWAT Conf., TWRI Technical Rep. 266, Texas Water Resources Institute, College Station, TX, 162–167.
van Griensven, A., Meixner, T., Grunwald, S., Bishop, T., Di Luzio, M., and Srinivasan, R. (2006). “A global sensitivity analysis tool for the parameters of multi-variable catchment model.” J. Hydrol. (Amsterdam), 324(1–4), 10–23.
Vegetable Team Production. (2008). Onion production guide, Cooperative Extension Service, College of Agricultural and Environmental Sciences, Univ. of Georgia, Athens, GA.
Wang, X., Youssef, M. A., Skaggs, R. W., Atwood, J. D., and Frankenberger, J. R. (2005). “Sensitivity analyses of the nitrogen simulation model, DRAINMOD-N II.” Trans. ASABE, 48(6), 2205–2212.
Wiedenfeld, B., and Enciso, J. (2008). “Sugarcane responses to irrigation and nitrogen in semiarid south Texas.” Agron. J., 100(3), 665–671.
Wiedenfeld, B., and Sauls, J. (2008). “Long term fertilization effects on ‘Rio Red’ grapefruit yield and shape on a heavy textured calcareous soil.” Scientia Horticulturae, 118(2), 149–154.
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© 2011 American Society of Civil Engineers.
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Received: Dec 30, 2009
Accepted: Dec 28, 2010
Published online: Dec 30, 2010
Published in print: Sep 1, 2011
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