全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

Sediment Transport Model for a Surface Irrigation System

DOI: 10.1155/2013/957956

Full-Text   Cite this paper   Add to My Lib

Abstract:

Controlling irrigation-induced soil erosion is one of the important issues of irrigation management and surface water impairment. Irrigation models are useful in managing the irrigation and the associated ill effects on agricultural environment. In this paper, a physically based surface irrigation model was developed to predict sediment transport in irrigated furrows by integrating an irrigation hydraulic model with a quasi-steady state sediment transport model to predict sediment load in furrow irrigation. The irrigation hydraulic model simulates flow in a furrow irrigation system using the analytically solved zero-inertial overland flow equations and 1D-Green-Ampt, 2D-Fok, and Kostiakov-Lewis infiltration equations. Performance of the sediment transport model was evaluated for bare and cropped furrow fields. The results indicated that the sediment transport model can predict the initial sediment rate adequately, but the simulated sediment rate was less accurate for the later part of the irrigation event. Sensitivity analysis of the parameters of the sediment module showed that the soil erodibility coefficient was the most influential parameter for determining sediment load in furrow irrigation. The developed modeling tool can be used as a water management tool for mitigating sediment loss from the surface irrigated fields. 1. Introduction Surface irrigation is a widely used farming system for crop production as it requires less skilled labour and involves less operational cost. Surface irrigation systems contributed to about 90% of the world’s crop land irrigation promoting furrow irrigation as the main application method [1]. However, poor design and management, nonuniformity of water application, and over-irrigation featured in surface irrigation are responsible for inefficient irrigation, leading to wastage of water, water logging, salinization, and pollution of surface and ground water resources. Irrigated agriculture is under serious risk due to substantial soil losses from highly erodible soils [2–4]. The sediment transport in an irrigation season varies with the number of previous irrigations, flow rate, soil type, field slope, and field length [5, 6]. Berg and Carter [2] reported annual losses of sediments ranging from 1 to 141?Mg?ha?1 in Southern Idaho. Koluvek et al. [7] measured 0.2 to 50?Mg?ha?1 of soil loss per season in Washington and 1 to 22?Mg?ha?1 per irrigation in Wyoming. Brown et al. [8] observed a maximum sediment loss of 79.5?kg per furrow for 4% slope and 26.4?kg per furrow for 1.6% slope in an irrigation event. Mailapalli et

References

[1]  Food and Agriculture Organization, AQUASTAT, http://www.fao.org/nr/water/aquastat/water_use/index.stm, 2013.
[2]  R. D. Berg and D. L. Carter, “Furrow erosion and sediment losses on irrigated cropland,” Journal of Soil & Water Conservation, vol. 35, no. 6, pp. 267–270, 1980.
[3]  W. D. Kemper, T. J. Trout, M. J. Brown, and R. C. Rosenau, “Furrow erosion and water and soil management,” Transactions of the American Society of Agricultural Engineers, vol. 28, no. 5, pp. 1564–1572, 1985.
[4]  T. J. Trout, “Furrow irrigation erosion and sedimentation: on-field distribution,” Transactions of the American Society of Agricultural Engineers, vol. 39, no. 5, pp. 1717–1723, 1996.
[5]  L. Mateos and J. V. Giráldez, “Suspended load and bed load in irrigation furrows,” Catena, vol. 64, no. 2-3, pp. 232–246, 2005.
[6]  D. R. Mailapalli, N. S. Raghuwanshi, and R. Singh, “Sediment transport in furrow irrigation,” Irrigation Science, vol. 27, no. 6, pp. 449–456, 2009.
[7]  P. K. Koluvek, K. K. Tanji, and T. J. Trout, “Overview of soil erosion from irrigation,” Journal of Irrigation & Drainage Engineering, vol. 119, no. 6, pp. 929–946, 1993.
[8]  M. J. Brown, D. L. Carter, G. A. Lehrsch, and R. E. Sojka, “Seasonal trends in furrow irrigation erosion in southern Idaho,” Soil Technology, vol. 8, no. 2, pp. 119–126, 1995.
[9]  T. J. Trout, “Sediment transport in irrigation furrows,” in Proceedings of the 10th International Soil Conservation Organization Meeting Held May 24–29, 1999 at Purdue University and the USDA-ARS National Soil Erosion Research Laboratory, D. E. Stott, R. H. Mohtar, and G. C. Steinhardt, Eds., pp. 710–716, 2001.
[10]  R. Fernández-Gómez, L. Mateos, and J. V. Giráldez, “Furrow irrigation erosion and management,” Irrigation Science, vol. 23, no. 3, pp. 123–131, 2004.
[11]  C. J. Everts and D. L. Carter, Furrow Erosion and Topsoil Losses, Current information series no. 586, College of Agriculture, University of Idaho, Moscow, Russia, 1981.
[12]  K. J. Fornstrom and J. Borelli, “Design and management procedure for minimising erosion from furrow irrigated cropland,” Paper 84-2595, American Society of Association Executives, St. Joseph, Mich, USA, 1994.
[13]  R. P. C. Morgan, “The European soil erosion model: an update on its structure and research base,” in Conserving Soil Resources: European Perspectives, R. J. Rickson, Ed., pp. 286–299, CAB Int.Oxton, Scotland, UK, 1995.
[14]  W. S. Merritt, R. A. Letcher, and A. J. Jakeman, “A review of erosion and sediment transport models,” Environmental Modelling and Software, vol. 18, no. 8-9, pp. 761–799, 2003.
[15]  G. R. Foster and L. D. Meyer, “Mathematical simulation of upland erosion by fundamental erosion mechanics,” Present and Prospective Technology for Predicting Sediment Yield and Sources, USDA, ARS Publication ARS-S40, USDA, Agricultural Research Service, Nat. Tech. Information Service, Springfield, Va, USA, 1972.
[16]  M. B. Abbott, J. C. Bathurst, J. A. Cunge, P. E. O'Connell, and J. Rasmussen, “An introduction to the European hydrological system—systeme hydrologique Europeen, “SHE”, 1: history and philosophy of a physically-based, distributed modelling system,” Journal of Hydrology, vol. 87, no. 1-2, pp. 45–59, 1986.
[17]  A. J. Jakeman and G. M. Hornberger, “How much complexity is warranted in a rainfall-runoff model?” Water Resources Research, vol. 29, no. 8, pp. 2637–2649, 1993.
[18]  C. C. Wu and L. D. Meyer, “Simulating transport of nonuniform sediment along flatland furrows,” Transactions of the American Society of Agricultural Engineers, vol. 32, no. 5, pp. 1651–1661, 1989.
[19]  T. S. Strelkoff, A. J. Clemmens, and B. V. Schmidt, SRFR, Version 3.21-a Model for Simulating Surface Irrigation in Borders, Basins and Furrows, USWCL, USDA/ARS, Phoenix, Ariz, USA, 1998.
[20]  D. L. Bjorneberg, T. J. Trout, R. E. Sojka, and J. K. Aase, “Evaluating WEPP-predicted infiltration, runoff, and soil erosion for furrow irrigation,” Transactions of the American Society of Agricultural Engineers, vol. 42, no. 6, pp. 1733–1741, 1999.
[21]  D. L. Bjorneberg and T. J. Trout, “Evaluating WEPP predicted on-field furrow erosion,” in Proceedings of the 10th International Soil Conservation Organization (ISCO '99), West Lafayette, Ind, USA, May 1999.
[22]  E. M. Laursen, “The total sediment load of streams,” Journal of Hydraulics Divison, vol. 84, pp. 1530-1–1530-36, 1958.
[23]  C. T. Yang, “Incipient motion and sediment transport,” Journal of Hydraulics Divison, vol. 99, no. 10, pp. 1679–1704, 1973.
[24]  M. S. Yalin, “An expression for bed-load transportation,” Journal of Hydraulics Divison, vol. 89, no. 3, pp. 221–250, 1963.
[25]  T. S. Strelkoff and D. L. Bjorneberg, “Hydraulic modeling of irrigation-induced furrow erosion,” in Proceedings of the 10th International Soil Conservation Organization Conference, D. E. Stott, R. H. Mohtar, and G. C. Steinhardt, Eds., Sustaining the Global Farm, pp. 699–705, West Lafayette, Ind, USA, May 1999.
[26]  D. R. Mailapalli, R. Singh, and N. S. Raghuwanshi, “Physically based model for simulating flow in furrow irrigation. I: model development,” Journal of Irrigation and Drainage Engineering, vol. 135, no. 6, pp. 739–746, 2009.
[27]  Y. S. Fok and S. H. Chiang, “2-D infiltration equations for furrow irrigation,” Journal of Irrigation and Drainage Engineering, vol. 110, no. 2, pp. 208–217, 1984.
[28]  M. D. Rao, N. S. Raghuwanshi, and R. Singh, “Development of a physically based 1D-infiltration model for irrigated soils,” Agricultural Water Management, vol. 85, no. 1-2, pp. 165–174, 2006.
[29]  W. R. Walker and G. V. Skogerboe, Surface Irrigation: Theory and Practice, Prentice Hall, Englewood Cliffs, NJ, USA, 1987.
[30]  T. J. Trout and W. H. Neibling, “Erosion and sedimentation processes on irrigated fields,” Journal of Irrigation & Drainage Engineering, vol. 119, no. 6, pp. 947–963, 1993.
[31]  W. H. Green and G. Ampt, “Studies on soil physics. I: the flow of air and water through soils,” Journal of Agricultural Sciences, vol. 4, no. 1, pp. 1–24, 1911.
[32]  J. P. Bennett, “Concepts of mathematical modelling of sediment yield,” Water Resources Research, vol. 10, no. 3, pp. 485–492, 1974.
[33]  D. L. Bjorneberg, T. J. Trout, R. E. Sojka, and J. K. Aase, “Evaluating WEPP-predicted infiltration, runoff, and soil erosion for furrow irrigation,” Transactions of the American Society of Agricultural Engineers, vol. 42, no. 6, pp. 1733–1741, 1999.
[34]  W. H. Graf, Hydraulics of Sediment Transport, McGraw-Hill Book, New York, NY, USA, 1971.
[35]  D. C. Flanagan and S. J. Livingston, Eds., “USDA-water erosion prediction project: WEPP user summary,” NSERL Rep 11, National Soil Erosion Research Laboratoy, West Lafayatte, Ind, USA, 1995.
[36]  S. C. Finkner, M. A. Nearing, G. R. Foster, and J. E. Gilley, “Simplified equation for modeling sediment transport capacity,” Transactions of the American Society of Agricultural Engineers, vol. 32, no. 5, pp. 1545–1550, 1989.
[37]  D. R. Mailapalli, Development and testing of physically based model for simulating flow and sediment transport in furrow irrigation [Ph.D. thesis], Agricultural and Food Engineering Department, Indian Institute of Technology, Kharagpur, India, 2006.
[38]  D. R. Mailapalli, N. S. Raghuwanshi, and R. Singh, “Physically based model for simulating flow in furrow irrigation. II: model evaluation,” Journal of Irrigation and Drainage Engineering, vol. 135, no. 6, pp. 747–754, 2009.
[39]  G. H. Schmitz and G. J. Seus, “Mathematical zero-inertia modeling of surface irrigation. Advance in borders,” Journal of Irrigation and Drainage Engineering, vol. 116, no. 5, pp. 603–615, 1990.

Full-Text

comments powered by Disqus

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133