PERCOLATION LOSSES AND DESIGN CRITARIA FOR CHECK BASIN
DOI:
https://doi.org/10.52151/5qt6kx78Abstract
Comparative performance of different relationships of repercolation losses was studied. The relationship proposed by Gupta et al. (1983) was found practically more suitable for the design of check. basins. The quarter time criteria proposed by Criddle et al. (1956) was modified for the design of check basin. The design values of the ratio of the time of infiltration for the desired depth of irrigation to time of spread (R) were estimated based on the desired percolation losses for different in take families. Practically useful and theoretically simple design criteria for check basin were proposed using thedesign values of ration R.
Downloads
References
Bishop, A.A. 1962, Relation of intake rate to length of run in surface irrigation. Trans. ASCE 127 (III) : 282-288
Burt, C.M. 1981, Re-use (Taitwater recovery) system. Irrig. Assoc. Tech. Conf. Vlat.
Bureau of Indian Standars. 1986. Criteria for Adopting Different Methods of Irrigation 49 IS 11711.
Criddle, W.D., Davis S.A., Pair C. H. and Shokley D.G. 1956. Method for Evaluating irrigation System. Agric. Handbook. No. 82, USDA, SCS: 24.
Chauhan, H.S. and Singh, Pratap 1973. Percolation loss in relation to intake and advance rates. J. Agric. Engg. Res. 18 : 385-391.
Fok., Y.S. and Bishop A.A. 1965. Analysis of water advance in surface irrigation. J. Irrg. and Drainage Div., ASCE, 19 (IRI): 99-116.
Gupta, S.K. Pandey, R.N. and Batra K.1983. Estimating water application efficiency in irrigation check. Irrig. Sci. 4(2): 137-146.
Johl, S.S. 1980. Irrigation and Agricultural Development, Pergaman Press.
Michael, A.M. 1978. Irrigation- Theory and Practice. Vik.as Publishing House, New Delhi.
Murty, V.V.N. and Agarwal, M.C. 1970. A rational approach to the design of check. system of irrigation J. Agric. Engg. Res. 15(2): 163-170.
Sharma, T.C. 1978 Time of spread relationship in irrigation check. basin. Trans. ASAE 21(3): 505-509.
Singh, Pratap and Chauhan, H.S. 1977. Design criteria for ponded borders Irrig. and Power]., CBIP, 34(2) 239-243.
United States Department of Agriculture, 1974. Border Irrigation. National Engg. Handbook, SCC, USDA, Washington, D.C. 4(15).
Verma, S.C. and Murty, V. V.N. 1978. Application efficiency in check. system of irrigation]. Agric. Engg. 15(3): 138-143.
Willardson, L.S. 1962. Discussion to relation of intake rate to length of run in surface irrigation. Trans. ASCE, 127 (III) : 288.
Yadav, B.P., Singh, R. Jaswal, C.S. and Chauhan, H.S.l987. Effect of area and discharge in percolation losses in check. basin. J. Agric Engg., 24(2): 154-163.
