Leaching model (soil)

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A leaching model is a hydrological model by which the leaching with irrigation water of dissolved substances, notably salt, in the soil is described depending on the hydrological regime and the soil's properties.

Contents

The model may describe the process (1) in time and (2) as a function of amount of water applied.

Leaching is often done to reclaim saline soil or to conserve a favorable salt content of the soil of irrigated land [1] as all irrigation water contains salts.

Leaching curves

Figure 1. Experimental data of Chacupe pilot area Saltleaching.jpg
Figure 1. Experimental data of Chacupe pilot area

The leaching process in a salty soil to be reclaimed is illustrated in the leaching curves of figure 1, derived from data of the Chacupe pilot area, Peru. [2] It shows the soil salinity in terms of electrical conductivity (EC) of the soil solution with respect its initial value (ECi) as a function of amount of water percolating through the soil. The top-soil leaches quickly. The salinity of the deeper soil first increases due to the salts leached from the top-soil, but later it also decreases. [3]

Leaching efficiency

Figure 2. Principle of leaching efficiency Leachingeff.jpg
Figure 2. Principle of leaching efficiency
Figure 3. Leaching curves and calibration of leaching efficiency SALTMOD4.JPG
Figure 3. Leaching curves and calibration of leaching efficiency

Owing to irregular distribution of salt in the soil or to irregularity of the soil structure (figure 2), the leaching efficiency (EL) can be different from unity.

Soils with a low leaching efficiency are difficult to reclaim. In the Tagus delta, Portugal, the leaching efficiency of the dense clay soil was found as low as 0.10 to 0.15. [4] The soil could not be developed for intensive agriculture and was used for rearing of bulls in coarse natural pasture.

The clay soil in the Nile delta, Egypt, on the other hand has a much better leaching efficiency of 0.7 to 0.8. In figure 3, leaching curves are shown for different leaching efficiencies, as assumed in the leaching model SaltMod [5] with data from the Mashtul pilot area. The observed values of soil salinity correspond best to a leaching efficiency of about 0.75. [6] The figure illustrates the calibration process of leaching efficiency, which parameter is difficult to measure directly.

The clay soil in the river delta near Chiclayo, Peru, also proved to be quite low [7]

An overview of leaching efficiencies in different soil types is given in the next table [8]

CountryType of soilLeaching
efficiency
China Loamy 1.0
Netherlands Sandy 1.0
Tunisia silty clay 0.80
India Clay, illite 0.70
Turkey Clay, illitic0.70
Thailand clay, smectitic *)0.20
Portugal clay, smectitic *)0.15
Peru Clay, smectitic *)0.11

Leaching requirement

The leaching requirement may refer to:

FL = Perc/Irr, where Perc = amount of required percolation water, and Irr = total amount of irrigation water,
is called leaching fraction, [1] see also below.

Leaching equation

The downward limb of the leaching curves, as in figure 3, can be described with the leaching equation: [1]

where C = salt concentration, Ct = C in the soil at time T, Co = C in the soil at time T=0, Ci = C of the irrigation water, EL = leaching efficiency, Qp = average percolation rate through the soil, and Ws = water stored in the soil at field saturation.

Leaching fraction

To conserve an acceptable salt balance of the soil in accordance with the salt tolerance of the crops to be grown, the leaching fraction must be at least: [9]

where Ci = salt concentration of the irrigation water, and Cs is the acceptable salt concentration of the soil moisture at field capacity in accordance with the salt tolerance of the crops to be grown.

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References

  1. 1 2 3 J.W. van Hoorn and J.G. van Alphen (2006), Salinity control. In: H.P. Ritzema (Ed.), Drainage Principles and Applications, p. 533-600, Publication 16, International Institute for Land Reclamation and Improvement (ILRI), Wageningen, The Netherlands. ISBN   90-70754-33-9.
  2. ↑ C.A. Alva, J.G. van Alphen, A. de la Torre, L. Manrique, 1976. Problemas de Drenaje y Salinidad en la Costa Peruana. ILRI bulletin 16 (Spanish). International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
  3. ↑ Case study leaching (Chacupe). Data from CENDRET/SUDRET project, Peru, 1968 -1974. On line:
  4. ↑ E.A. Vanegas Chacon, 1990. Using SaltMod to predict desalinization in the Leziria Grande Polder, Portugal. Thesis. Wageningen Agricultural University, The Netherlands
  5. ↑ SaltMod: description of principles, user manual and examples of application. On line:
  6. ↑ R.J.Oosterbaan and M.A.Senna, 1990. Using SaltMod to predict drainage and salinity control in the Nile delta. In: Annual Report 1989, International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands, p. 63-74.
  7. ↑ Reclamation of a coastal saline vertisol by irrigated rice cropping,interpretation of the data with a salt leaching model. In: International Journal of Agricultural Science, 3, 57-66 or
  8. ↑ Variations of leaching efficiency determined with soil salinity models calibrated in farm lands and related to soil texture. or
  9. ↑ L.A.Richards (Ed.), 1954. Diagnosis and improvement of saline and alkali soils. USDA Agricultural Handbook 60. On internet
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