Document Type : Original Article
Authors
1 Centre of Excellence in Water Resources Engineering, Lahore, Pakistan
2 Higher Education Commission, Islamabad, Pakistan
3 Adıyaman University, Department of Civil Engineering, Adıyaman, Turkey
Abstract
With surge irrigation, applying surges to an area is a cheap labor task. In industrialized nations, a variety of electronic valves for discontinuous water application (surges) are available; but their pricing prevents their usage in emerging regions. Additionally, these valves are too advanced for use by growers in underdeveloped nations. As a result, a basic Automatic Surge Gate was developed and tested in the labs to assess its effectiveness in terms of producing on-off surges. The reservoir was built to hold or collect low inflows for barrier functioning, and the gate was positioned on the suction side of the reservoir. Inflow rates, pinions, and poundage placements on the gate lever were the working parameters defined for the gate functioning. In the current investigation, three inflow rates 134, 169, and 187 l/s were employed. By leveraging the low inflows to the reservoir, the automatic surge gate demonstrated the possibility for automating the on-off action. The surge gate produced sizeable outflows even at the lowest inflow rate of 134 l/s into the reservoir. Power-law equations were discovered to be a good representation of the behavior in the statistical models that were also created using quasi statistical method.
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- Adusumilli, N., Davis, S. and Fromme, D., 2016. Economic evaluation of using surge valves in furrow irrigation of row crops in Louisiana: A net present value approach, Agricultural Water Management, 174, pp. 61-65. Doi:10.1016/j.agwat.2016.04.024
- Mahmood, S., Sial, J., Ahmad, N., Awan, Q. and Khan, M., 1993. Surge vs. continuous irrigation methods, Pakistan Journal of Agriculture Sciences, 29(4), pp. 334-338.
- Latif, M. and Ittfaq, M., 1998. Performance of surge and continuous furrow irrigations, Rural and Environment Engineering, 1998(34), pp. 35-42. Doi:10.1007/s00271-007-0096-6
- Ma, W., Yan, W., Yang, J., He, X., Yang, J. and Yang, W., 2022. Experimental and numerical investigation on head losses of a complex throttled surge tank for refined hydropower plant simulation, Renewable Energy, 186, pp. 264-279. Doi:10.1016/j.renene.2022.01.006
- El-Hassan, W., Kitamura, Y., Gamal, F. and Eneji, A., 2010. Assessment of surge irrigation technique under furrow irrigation system in the Nile Delta, International Journal of Agricultural Research, 5(10), pp. 907-915. Doi:10.3923/ijar.2006.462.470
- Izuno, F. T. and Podmore, T. H., 1985. Kinematic wave model for surge irrigation research in furrows, Transactions of the ASAE, 28(4), pp. 1145-1150. Doi:10.13031/2013.32403
- Khalifa, E.-S., Okasha, A. and Shawat, S., 2019. Development of surface irrigation using surge irrigation technique, Journal of Fresenius Environmental Bulletin, 28(4), pp. 3121-3130. Doi:10.21608/.2021.104549.1051
- Miller, J. J., Foroud, N., Lamond, B. J., Beasley, B. W. and Handerek, B. P., 2003. Continuous and surge irrigation effects on hydraulic parameters and water quality, Water Quality Research Journal, 38(3), pp. 451-471.
- Shi, S., Yang, B. and Jiang, W., 2022. Numerical simulations of compound flooding caused by storm surge and heavy rain with the presence of urban drainage system, coastal dam and tide gates: A case study of Xiangshan, China, Coastal Engineering, 172, pp. 104064. Doi:10.1016/j.coastaleng.2021.104064
- Shih, R.-S. and Liu, Y.-C., 2022. Experimental study on the optimization of an oscillating water column structure considering real gas compressibility, Ocean Engineering, 254, pp. 111356. Doi:10.1016/j.oceaneng.2022.111356
- Stringham, G. E., 1979.Surge flow for automatic irrigation, Irrigation and Drainage in The Nineteen Eighties, Proceedings of The Specialty Conference of American Society of Civil Engineers, 345 east, 47th Street, New York, USA, pp. 132-142.
- Xie, W. and Shimozono, T., 2022. Water surge impingement onto a vertical wall: Laboratory experiments and stochastic analysis on impact pressure, Ocean Engineering, 248, pp. 110422. Doi:10.1016/j.oceaneng.2021.110
- Replogle, J. A., 1997. Practical technologies for irrigation flow control and measurement, Irrigation and Drainage Systems, 11(3), pp. 241-259. Doi:10.1023/A:1005897812746
- Ismail, S. M., Westesen, G. L. and Larsen, W. E., 1985. Surge flow border irrigation using an automatic drop gate, Transactions of the ASAE, 28(2), pp. 532-0536. Doi:10.13031/2013.32292
- Martínez-Austria, P. and Aldama, A. A., 1998. Fluidic device for surge flow irrigation, Journal of Irrigation and Drainage Engineering, 124(5), pp. 262-264. Doi:10.1061/(ASCE)0733-9437(1998)124:5(262)
- Mahmood, S., Latif, M. and Sattar, K., 1999. Testing an automatic surge gate for discharge measurement of surge irrigation, Journal of Drainage and Water Management (Pakistan), 3, pp. 321-324.
- Bos, M. G. (1976) Discharge measurement structures: ILRI Publication, 20, pp.160-180.
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