TECHNICAL PAPERS
Oct 1, 2005

Laboratory Investigation of Plough Sole Reformation in a Simulated Paddy Field

Publication: Journal of Irrigation and Drainage Engineering
Volume 131, Issue 5

Abstract

The study aimed to determine the number of cultivation cycles required to reform the plough sole once it has been destroyed or removed from the paddy. An ad hoc infiltration column experiment, which is a cylinder of 50cm in diameter and 140cm long, was setup to simulate the processes of ploughing and compaction, the two major forces exerted by a tractor, for developing a plough sole in rice paddy. Three experimental conditions were investigated, namely developing the plough sole by ploughing, compaction, and a combination of ploughing and compaction. The results of the change in the infiltration rate, soil dry bulk density, and weight percentage of clay in an experimental soil column were measured and evaluated. The experimental results show that, the infiltration rate decreases to 63, 29, and 2% of its initial value with ploughing eight times, compaction 30 times, and combination of ploughing and compaction 14 times, respectively. Moreover, the soil bulk density increases from 1.51 to 1.53, 1.61, and 1.71gcm3 , respectively. Finally, the weight percentage of clay in the plough sole as a result of clay particles moving down from above and increases from 6.2 to 8.2, 6.2, and 14.8%, respectively, over the experimental period. The ploughing rearranged clay content distribution and the compaction increased soil bulk density. Applying these two practices in sequence effectively increased the soil bulk density and reduced the infiltration rate. The results also indicate that after 14 ploughing and compaction the infiltration rate did not further decrease, suggesting that the soil structure could no longer be changed and the plough sole had successfully been reformed. The quantitative result of this work provides valuable information on how to rehabilitate a plough sole once it has been destroyed and needs to be reformed from the paddy field.

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Acknowledgments

The writers would like to thank the Tsao-Jiin Memorial Foundation and the Council of Agriculture of the Republic of China for financially supporting this research under Contract No. UNSPECIFIED89-NOUFAR-11.1-LIN-02 (06).

References

Chen, S. K., and Liu, C. W. (2002). “Analysis of water movement in the paddy field (I). Experimental studies.” J. Hydrol., 260(1–4), 206–215.
Council of Agriculture (COA). (2000). Agriculture year book, COA, Taipei, Taiwan.
Curfs, H. P. F. (1976). “Systems development in agricultural mechanization with special reference to soil tillage and weed control.” Rep. No. 76-5, Agricultural University, Wageningen, The Netherlands.
De Datta, S. K. (1981). Principles and practices of rice production, Wiley, New York.
Feng, C. S., Hsu, R. T., Lee, C. K., and Hsu, S. S. (1996). “Ground water recharge from flooded paddy in Chia-Nan plain (II).” Rep. No. 189, Hydraulic Experimental Laboratory, National Chung-Kung Univ., Tania, Taiwan.
Feng, C. S., Hsu, R. T., Lu, R. Y., Chou, Y. Z., and Hsu, S. S. (1995). “Ground water recharge from flooded paddy in Chia-Nan plain (I).” Rep. No. 172, Hydraulic Experimental Laboratory, National Chung-Kung Univ., Tania, Taiwan.
Ghidyal, B. P. (1978). “Effects of compaction and puddling on soil physical properties and rice growth.” Soils and rice, IRRI, Los Banos, Philippines, 317–336.
Ghildyal, B. P., and Satyanarayana, T. (1965). “Effect of compaction on physical properties of four soils of India.” J. Indian Soc. Soil Sci., 13, 149–155.
Herzig, J. P., Leclerc, D. M., and Le Goff, P. (1970). “Flow of suspensions through porous media—Application to deep filtration.” Ind. Eng. Chem., 62(5), 8–35.
Iwata, S., Tabuchi, T., and Warkentin, B. P. (1995). Soil-water interactions: Mechanisms and applications, Marcel Dekker, New York.
Liu, C. W., and Chen, S. K. (1998). Evaluation of alternative strategies for increasing groundwater recharge from rice paddy field: Infiltration and classification of the contribution to non-irrigated-area groundwater recharge, Bureau of Hydraulics, Taiwan.
Liu, C. W., Chen, S. K., Jou, S. W., and Kuo, S. F. (2001). “Estimation of the infiltration rate of paddy in Yun-Lin, Taiwan.” Agric. Syst., 68(1), 41–54.
McDowell-Boyer, L. M., Hunt, J. R., and Sitar, N. (1986). “Particle transport through porous media.” Water Resour. Res., 22(13), 1901–1921.
Moormann, F. R., and Van Breemen, N. (1978). Rice: soil, water, land, International Rice Research Institute, Los Banos, Philippines.
Sakthivadivel, R. (1969). “Clogging of granular porous medium by sediment.” Rep. No. HEL 15–7, Hydraulic Engineering Laboratory, Univ. of California at Berkeley, Berkeley, Calif.
Sharma, P. K., and De Datta, S. K. (1985). “Effects of pudding on soil physical properties and processes.” Soil physics and rice, International Rice Research Institute, Los Banos, Philippines, 337–357.
Sherard, J. L., Dunnigan, L. P., and Talbot, J. R. (1984). “Filters for silts and clays.” J. Geotech. Eng., 110(6), 701–718.
Swan, J. B., Moncrief, J. F., and Voorhees, W. B. (1993). Soil compaction-causes, effects and control, Univ. of Minnesota, Minneapolis.
Ting, C. S., Liao, C. J., and Lin, L. H. (1998). Investigation of the groundwater recharge from irrigation water in rice paddies, Tsao-Jiin Memorial Foundation, Kao-Shuing, Taiwan.
Tzia, M. H. (2000). Sustainable development of irrigation and drainage for rice paddy fields in Taiwan, Council of Agriculture, Taiwan.
Wopereis, M. C. S., Bouman, B. A. M., Kropff, M. J., ten Berge, H. F. M., and Maligaya, A. R. (1994). “Water use efficiency of flooded rice fields. (I) Validation of soil-water balance model SAWAH.” Agric. Water Manage., 26(3), 277–289.
Wopereis, M. C. S., Wosten, J. H. M., Bouman, J., and Woodhead, T. (1992). “Hydraulic resistance in puddle rice soils: measurement and effects on water movement.” Soil Till. Res., 24(3), 199–209.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 131Issue 5October 2005
Pages: 466 - 473

History

Received: Nov 21, 2003
Accepted: Dec 21, 2004
Published online: Oct 1, 2005
Published in print: Oct 2005

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Authors

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Chen-Wuing Liu [email protected]
Professor, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., Taipei, Taiwan 106, ROC (corresponding author). E-mail: [email protected]
Wei-Sheng Yu [email protected]
Associate Professor, Dept. of Finance, Chungyu Institute of Technology, Keelung, Taiwan 201, R.O.C. E-mail: [email protected]
Wen-Teng Chen
Master of Science, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., Taipei, Taiwan 106, ROC.
Shih-Kai Chen [email protected]
Researcher, Chi-Seng Water Management Research and Development Foundation, Taipei, Taiwan 106, ROC. E-mail: [email protected]

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