“Singularity is almost invariably a clue.”
Sherlock Holmes.
Abstract
Kornev’s (Subsurface irrigation, Selhozgiz, Moscow-Leningrad, 1935) subsurface irrigation with a periodic array of emitting porous pipes is analytically modeled as a steady potential Darcian flow from a line source generating a phreatic surface. The hodograph method is used. The complex potential strip is mapped onto the triangle of the inverted hodograph. An analogy with the Deemter (Theoretische en numerieke behandeling van ontwaterings-en infiltratie stromings problemen (in Dutch). Theoretical and numerical treatment of flow problems connected to drainage and irrigation. Ph.D. dissertation, Delft University of Technology, 1950) drainage problem and Kidder (J Appl Phys 27(8):867–869, 1956) free-surface flow toward an array of oil wells underlain by a “wavy” oil–water interface is drawn. For a half-period of Kornev’s flow, the “wavy” phreatic surface has an inflection point. The “waviness” of the phreatic surface is controlled by the spacing between emitters, the strength of line sources, and the pipe pressure and radius. Numerical modeling with HYDRUS involved two factors which constrained the saturated–unsaturated flow: the positive pressure head at the outlet of the modeled domain and lateral no-flow boundaries, with a qualitative corroboration of analytical solutions for potential (fully saturated) and purely unsaturated flows. HYDRUS is also applied to a generalized Philip’s regime of an unsaturated flow past a subterranean hole, which is impermeable at its top and leaks at the bottom.
Similar content being viewed by others
Abbreviations
- BVP:
-
Boundary value problem
- K-35:
-
Reference to the book Kornev, V.G., 1935. Subsurface irrigation. Selhozgiz, Moscow-Leningrad (in Russian)
- PP:
-
Porous pipe
- SI:
-
Subsurface irrigation
References
Al-Rawahy, S., Rahman, H.A., Al-Kalbani, M.S.: Cabbage (Brassica oleracea L.) response to soil moisture regime under surface and subsurface point and line applications. Int. J. Agric Biol. 6, 1093–1096 (2004)
Anderson, E.I.: Stable pumping rates for horizontal wells in bank filtration systems. Adv. Water Resour. 54, 57–66 (2013)
Ashrafi, S., Gupta, A.D., Babel, M.S., Izumi, N., Loof, R.: Simulation of infiltration from porous clay pipe in subsurface irrigation. Hydrol. Sci. J. 47(2), 253–268 (2002)
Birkholzer, J., Li, G., Tsang, C.F., Tsang, Y.: Modeling studies and analysis of seepage into drifts at Yucca Mountain. J. Contam. Hydrol. 38(1), 349–384 (1999)
Bobchenko, V.I.: Subsurface Irrigation. Selkhozgiz, Moscow (1957). (in Russian)
Boivin, A., Šimůnek, J., Schiavon, M., van Genuchten, M.T.: Comparison of pesticide transport processes in three tile-drained field soils using Hydrus-2D. Vadose Zone J. 5(3), 838–849 (2006)
Bouwer, H.: Groundwater Hydrology. McGraw, New York (1978)
Brunetti, G., Šimůnek, J., Turco, M., Piro, P.: On the use of surrogate-based modeling for the numerical analysis of low impact development techniques. J. Hydrol. 548, 263–277 (2017)
Choudhary, M., Chahar, B.R.: Recharge/seepage from an array of rectangular channels. J. Hydrol. 343(1), 71–79 (2007)
Communar, G., Friedman, S.P.: Cylindrically confined flows of water from a point source and to a sink, above a water table. Vadose Zone J. (2015). https://doi.org/10.2136/vzj2014.12.0183
Deemter, J.V.: Theoretische en numerieke behandeling van ontwaterings—en infiltratie-stromings problemen (in Dutch). Theoretical and numerical treatment of flow problems connected to drainage and irrigation. Ph.D. Dissertation, Delft University of Technology (1950)
El-Nesr, M.N., Alazba, A.A., Šimůnek, J.: HYDRUS simulations of the effects of dual-drip subsurface irrigation and a physical barrier on water movement and solute transport in soils. Irrig. Sci. 32, 111–125 (2014)
Filipović, V., Mallmann, F.J.K., Coquet, Y., Šimůnek, J.: Numerical simulation of water flow in tile and mole drainage systems. Agric. Water Manag. 146, 105–114 (2014). https://doi.org/10.1016/j.agwat.2014.07.020
Fujii, N., Kacimov, A.R.: Analytically computed rates of seepage flow into drains and cavities. Int. J. Numer. Anal. Methods Geomech. 22, 277–301 (1998)
Gol’dsheteĭn, R.V., Entov, V.M.: Qualitative Methods in Continuum Mechanics. Longman, London (1994)
Hanson, B.R., Šimůnek, J., Hopmans, J.W.: Leaching with subsurface drip irrigation under saline, shallow groundwater conditions. Vadose Zone J. 7(2), 810–818 (2008)
Honari, M., Ashrafzadeh, A., Khaledian, M., Vazifedoust, M., Mailhol, J.C.: Comparison of HYDRUS-3D soil moisture simulations of subsurface drip irrigation with experimental observations in the South of France. J. Irrig. Drain. Eng. 143(7), 04017014 (2017)
Ilyinsky, N.B., Kacimov, A.R.: Estimates of backwater and drying levels in hydrodynamic model. Fluid Dyn. 26(2), 224–231 (1991)
Iwama, H., Kubota, T., Ushiroda, T., Osozawa, S., Katou, H.: Control of soil water potential using negative pressure water circulation technique. Soil Sci. Plant Nut. 37(1), 7–14 (1991)
Ilyinsky, N.B., Kacimov, A.R.: Problems of seepage to empty ditch and drain. Water Resour. Res. 28(3), 871–877 (1992)
Kacimov, A.R.: Circular isobaric cavity in descending unsaturated flow. J. Irrig. Drain. Eng. 126(3), 172–178 (2000)
Kacimov, A.R.: Capillarity and evaporation exacerbated seepage losses from unlined channels. J. Irrig. Drain. Eng. 132(6), 623–626 (2006)
Kacimov, A.R.: Dipole-generated unsaturated flow in Gardner soils. Vadose Zone J. 6, 168–174 (2007)
Kacimov, A.R., Obnosov, Y.V.: Tension-saturated and unsaturated flows from line sources in subsurface irrigation: Riesenkampf’s and Philip’s solutions revisited. Water Resour. Res. (2016). https://doi.org/10.1002/2015WR018221
Kacimov, A., Obnosov, Y.: Analytical solution for tension-saturated and unsaturated flow from wicking porous pipes in subsurface irrigation: the Kornev-Philip legacies revisited. Water Resour. Res. 53(3), 2542–2552 (2017). https://doi.org/10.1002/2016WR019919
Kacimov, A.R., Youngs, E.G.: Steady-state water-table depressions caused by evaporation in lands overlying a water-bearing substratum. J. Hydrol. Eng. 10(4), 295–301 (2005)
Karandish, F., Darzi-Naftchali, A., Šimůnek, J.: Application of HYDRUS (2D/3D) for predicting the influence of subsurface drainage on soil water dynamics in a rainfed-canola cropping system. Irrig. Drain. J. https://doi.org/10.1002/ird.2194
Kato, Z., Tejima, S.: Theory and fundamental studies on subsurface irrigation method by use of negative pressure. Trans. Jpn. Soc. Irrig. Drain. Reclam. Eng. 101, 45–54 (1982). (in Japanese)
Khan, S., Rushton, K.R.: Reappraisal of flow to tile drain I. Steady state response. J. Hydrol. 183(3–4), 251–366 (1996a)
Khan, S., Rushton, K.R.: Reappraisal of flow to tile drains III. Drains with limited flow capacity. J. Hydrol. 183(3–4), 383–395 (1996b)
Kidder, R.E.: Flow of immiscible fluids in porous media: exact solution of a free boundary problem. J. Appl. Phys. 27(8), 867–869 (1956)
Kornev, V.G.: Subsurface Irrigation. Selhozgiz, Moscow-Leningrad (1935). (in Russian)
Lazarovitch, N., Šimůnek, J., Shani, U.: System-dependent boundary condition for water flow from subsurface source. Soil Sci. Soc. Am. J. 69(1), 46–50 (2005)
McCarthy, J.F.: Analytical solutions of 2D cresting models using the hodograph method. Transp. Porous Media 15(3), 251–269 (1994)
Moniruzzaman, S.M., Fukuhara, T., Ito, M., Ishii, Y.: Seepage flow dynamics in a negative pressure difference irrigation system. J. Jpn. Soc. Civ. Eng. Ser. B 67(4), 97–102 (2011)
Obnosov, Y.V., Kacimov, A.R.: Steady Darcian flow in subsurface irrigation of topsoil impeded by substratum: Kornev–Riesenkampf–Philip legacies revisited. Irrig. Drain. (2017, in press)
Philip, J.R.: Multidimensional steady infiltration to a water table. Water Resour. Res. 25, 109–116 (1989)
Philip, J.R., Knight, J.H., Waechter, R.T.: Unsaturated seepage and subterranean holes: conspectus, and exclusion problem for circular cylindrical cavities. Water Resour. Res. 25(1), 16–28 (1989)
Polubarinova-Kochina, P.Y.: Theory of Ground Water Movement. Princeton University Press, Princeton. The second edition of the book (in Russian) was published in 1977, Nauka, Moscow (1962)
Rushton, K.R.: Groundwater Hydrology: Conceptual and Computational Models. Wiley, Chichester (2003)
Shani, U., Xue, S., Gordin-Katz, R., Warrick, A.W.: Soil-limiting flow from subsurface emitters. I: pressure measurements. J. Irrig. Drain. Eng. 122(5), 291–295 (1996)
Siyal, A.A., Skaggs, T.H.: Measured and simulated soil wetting patterns under porous clay pipe sub-surface irrigation. Agric. Water Manag. 96, 893–904 (2009)
Šimůnek, J., van Genuchten, MTh, Šejna, M.: Recent developments and applications of the HYDRUS computer software packages. Vadose Zone J. 15(7), 25 (2016). https://doi.org/10.2136/vzj2016.04.0033
Stormont, J.C., Zhou, S.: Impact of unsaturated flow on pavement edgedrain performance. J. Transp. Eng. 131(1), 46–53 (2005)
Strack, O.D.L.: Groundwater Mechanics. Prentice Hall, Englewood Cliffs (1989)
Swamee, P.K., Chahar, B.R.: Design of Canals. Springer, New Delhi (2015)
Tanigawa, T., Yabe, K., Tejima, S.: Comparison of prediction of actual measurement about dynamic distribution of soil moisture Tension. Trans. Jpn. Soc. Irrig., Drain. Reclam. Eng. 137, 9–16 (1988). (in Japanese)
Vedernikov, V.V.: Theory of Seepage and Its Applications to Problems of Irrigation and Drainage. Gosstroiizdat, Moscow-Leningrad (1939). (in Russian)
Wang, J.S.Y., Bodvarsson, G.S.: Evolution of the unsaturated zone testing at Yucca Mountain. J. Contam. Hydrol. 62, 337–360 (2003)
Wang, J.J., Huang, Y.F., Long, H.Y., Hou, S., Xing, A., Sun, Z.X.: Simulations of water movement and solute transport through different soil texture configurations under negative-pressure irrigation. Hydrol. Process. 31, 2599–2612 (2017)
Warrick, A.W., Shani, U.: Soil-limiting flow from subsurface emitters. II: Effect on uniformity. J. Irrig. Drain. Eng. 122(5), 296–300 (1996)
Warrick, A.W., Zhang, R.: Steady two-and three-dimensional flow from saturated to unsaturated soil. Adv. Water Resour. 10(2), 64–68 (1987)
Wolfram, S.: Mathematica. A System for Doing Mathematics by Computer. Addison-Wesley, Redwood City (1991)
Yabe, K., Tanigawa, T.: Studies on the shape of porous pipe under cultivated condition. Experimental studies on sub-irrigation method (VIII). Trans. Jpn. Soc. Irrig. Drain. Reclam. Eng. 162, 43–48 (1992). (in Japanese)
Acknowledgements
This work was supported by TRC (Oman) Grant ORG/EBR/15/002 “Artificial capillary barriers: A smart agro-engineering technique for saving irrigation water in Oman”, and through a special program of the Russian Government supporting research at Kazan Federal University. Helpful comments from three referees are highly appreciated.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Kacimov, A.R., Obnosov, Y.V. & Šimůnek, J. Steady Flow from an Array of Subsurface Emitters: Kornev’s Irrigation Technology and Kidder’s Free Boundary Problems Revisited. Transp Porous Med 121, 643–664 (2018). https://doi.org/10.1007/s11242-017-0978-x
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11242-017-0978-x