New Drain Flow Formula
Publication: Journal of Irrigation and Drainage Engineering
Volume 115, Issue 2
Abstract
A new drain flow formula is presented, and its accuracy is compared with Hooghoudt's formula and “correct” results obtained from a potential theory simulation. It is shown that the formula is suitable for representing flow to drains in homogeneous‐isotropic, anisotropic, and layered media. Results are also presented for the application of Hooghoudt's method to layered media, and it is shown that the method is not suitable for anisotropic media. In addition, a drain spacing formula is presented based on the new drain flow formula.
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References
1.
Connorton, B. J. (1985). “Does the regional groundwater‐flow equation model vertical flow?” J. Hydrol., 79, 279–299.
2.
DeWiest, R. J. M. (1965). Geohydrology. John Wiley, New York, N.Y.
3.
Harr, M. E. (1962). Groundwater and seepage. McGraw Hill, New York, N.Y.
4.
Herbert, R. (1970). “Modelling partially penetrating rivers on aquifer models.” Ground Water, 8, 29–36.
5.
Hooghoudt, S. B. (1940). “Bijdragen tot de kennis van eenige natuurkundige grootheden van de grond.” Verslagen Van Landbouwkundige Onderzoekingen, 46 (14) B, Algemeene Landsdrukkerij, The Hague, The Netherlands (in Dutch).
6.
Miles, J. C. (1985). “The representation of flow to partially penetrating rivers using groundwater flow models.” J. Hydrol., 82, 341–355.
7.
Miles, J. C. (1987a). “The representation of flows to partially penetrating rivers from layered and anisotropic aquifers.” J. Hydrol.
8.
Miles, J. C. (1987b). “Simulating the interaction between groundwater and surface water.” Proc., Nat. Hydrol. Symp., British Hydr. Soc., London, U.K.
9.
Moody, W. T. (1966). “Nonlinear differential equation of drain spacing.” J. Irrig. and Drain. Engrg., ASCE, 92(2), 1–9.
10.
Rushton, K. R., and Rathod, K. S. (1980). “Flow in aquifers when permeability varies with depth.” Hydrol. Sci. Bull., 25(4), 395–406.
11.
Rushton, K. R., and Rathod, K. S. (1985). “Horizontal and vertical components of flow deduced from groundwater heads.” J. Hydrol., 79, 261–278.
12.
Singh, R. (1976). “Prediction of mound geometry under recharge basins.” Water Resourc. Res., 12(4), 775–780.
13.
Streltsova, T. D. (1974). “Method of additional seepage resistances—Theory and application.” J. Hydr. Engrg., ASCE, 8 (100), 1119–1131.
14.
Toksoz, S., and Kirkham, D. (1961). “Graphical solution and interpretation of a new drain‐spacing formula.” J. Geoph. Res., 66(2), 509–516.
15.
Van Schilfgaarde, J. (1970). “Design of tile drainage for falling water tables.” Adv. in Hydro. Sci., Academic Press, 6, 43–106.
16.
Wesseling, J. (1964). “Comparison of the steady state drain spacing formulas of Hooghoudt and Kirkham in connection with design practice.” J. Hydrol., 2(1), 25–32.
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Copyright © 1989 ASCE.
History
Published online: Apr 1, 1989
Published in print: Apr 1989
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