Technical Papers
Sep 2, 2021

Development of the Green-Ampt Infiltration Rate Model and Relationship of the GA Model Parameters with Soil Hydraulic Parameters

Publication: Journal of Hydrologic Engineering
Volume 26, Issue 11

Abstract

In the Green-Ampt model, the infiltration rate is indirectly related to time via the intermediate term of cumulative infiltration depth. In the present study, the direct theoretical relationship between the infiltration rate of the GA infiltration model with time is derived and elaborated. A new laboratory method for separate measurement of the GA model parameters is developed and tested via the constant-head infiltration tests on two sandy soil columns considering different values of initial soil water content. Hysteretic soil water characteristic (SWC) curves of studied soils are also measured. Results indicate that the GA model parameters are constant values and independent from the initial soil water content. Hydraulic conductivity K, wetting front matric head Ψf, and water content of wetted zone θwz of GA model are separately estimated from proposed method and are found to be respectively equal to saturated hydraulic conductivity Ks, water-entry value hwe, and saturated water content of the wetting SWC curve θsw. By setting K=Ks, Ψf=hwe, and θwz=θsw, the results of the GA model matched reasonably well with the numerical solution of Richards’ equation using HYDRUS-1D and measured data.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data generated or used during the study appear in the published article.

References

Alastal, K., and R. Ababou. 2019. “Moving multi-front (MMF): A generalized Green-Ampt approach for vertical unsaturated flows.” J. Hydrol. 579 (Dec): 124184. https://doi.org/10.1016/j.jhydrol.2019.124184.
Al-Maktoumi, A. K., A. R. Kacimov, S. S. Al-Ismaily, and H. A. Al-Busaidi. 2015. “Infiltration into two-layered soil: The Green-Ampt and Averyanov models revisited.” Transp. Porous Media 109 (1): 169–193. https://doi.org/10.1007/s11242-015-0507-8.
Bagarello, V., F. D’Asaro, and M. Iovino. 2012. “A field assessment of the simplified falling head technique to measure the saturated soil hydraulic conductivity.” Geoderma 187–188 (Oct): 49–58. https://doi.org/10.1016/j.geoderma.2012.04.008.
Bagarello, V., D. E. Elrick, M. Iovino, and A. Sgroi. 2006. “A laboratory analysis of falling head infiltration procedures for estimating the hydraulic conductivity of soils.” Geoderma 135 (Nov): 322–334. https://doi.org/10.1016/j.geoderma.2005.12.008.
Bagarello, V., M. Iovino, and D. Elrick. 2004. “A simplified falling head technique for rapid determination of field-saturated hydraulic conductivity.” Soil Sci. Soc. Am. J. 68 (1): 66–73. https://doi.org/10.2136/sssaj2004.6600.
Baiamonte, G. 2019. “SCS curve number and Green-Ampt infiltration models.” J. Hydrol. Eng. 24 (10): 04019034. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001838.
Bouwer, H. 1966. “Rapid field measurement of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysis.” Water Resour. Res. 2 (4): 729–738. https://doi.org/10.1029/WR002i004p00729.
Bouwer, H. 1969. “Infiltration of water into nonuniform soil.” J. Irrig. Drain. Div. 95 (4): 451–462. https://doi.org/10.1061/JRCEA4.0000669.
Brooks, R. H., and A. T. Corey. 1964. Hydraulic properties of porous media: Hydrology paper No. 3. Fort Collins, CO: Colorado State Univ.
Chen, S., X. Mao, and C. Wang. 2019. “A modified Green-Ampt model and parameter determination for water infiltration in fine-textured soil with coarse interlayer.” Water 11 (4): 787. https://doi.org/10.3390/w11040787.
Childs, E. C. 1969. An Introduction to the physical basis of soil water phenomena. New York: Wiley.
Cui, G., and J. Zhu. 2017. “Infiltration model in sloping layered soils and guidelines for model parameter estimation.” Hydrol. Sci. J. 62 (13): 2222–2237. https://doi.org/10.1080/02626667.2017.1371848.
Deng, P., and J. Zhu. 2016. “Analysis of effective Green–Ampt hydraulic parameters for vertically layered soils.” J. Hydrol. 538 (Jul): 705–712. https://doi.org/10.1016/j.jhydrol.2016.04.059.
Figueroa, A. A. O. 1998. “Measurement of pressure-saturation hysteresis curves for three liquids in Vinton fine sand.” Ph.D. dissertation, Dept. of Soil, Water and Environmental Science, Univ. of Arizona.
Green, W. H., and G. A. Ampt. 1911. “Studies on soil physics. Part I: The flow of air and water through soils.” J. Agric. Sci. 4 (1): 1–24. https://doi.org/10.1017/S0021859600001441.
Hammecker, C., A. C. D. Antonino, J. L. Maeght, and P. Boivin. 2003. “Experimental and numerical study of water flow in soil under irrigation in northern Senegal: Evidence of air entrapment.” Eur. J. Soil Sci. 54 (3): 491–503. https://doi.org/10.1046/j.1365-2389.2003.00482.x.
Lee, S., M. L. Chu, and A. R. Schmidt. 2020. “Effective Green-Ampt parameters for two-layered soils.” J. Hydrol. Eng. 25 (4): 04020004. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001897.
Li, R.-M., D. B. Simons, and M. A. Stevens. 1976. “Solutions to Green-Ampt infiltration equation.” J. Irrig. Drain. Eng. 102 (2): 239–248. https://doi.org/10.1061/JRCEA4.0001092.
Likos, W. J., N. Lu, and J. W. Godt. 2014. “Hysteresis and uncertainty in soil water-retention curve parameters.” J. Geotech. Geoenviron. Eng. 140 (4): 04013050. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001071.
Ma, D., J. Zhang, Y. X. Lu, L. Wu, and Q. Wang. 2015. “Derivation of the relationships between Green–Ampt model parameters and soil hydraulic properties.” Soil Sci. Soc. Am. J. 79 (4): 1030–1042. https://doi.org/10.2136/sssaj2014.12.0501.
Ma, Y., S. Feng, D. Su, G. Gao, and Z. Huo. 2010. “Modeling water infiltration in a large layered soil column with a modified Green–Ampt model and HYDRUS-1D.” Supplement, Comput. Electron. Agric. 71 (S1): S40–S47. https://doi.org/10.1016/j.compag.2009.07.006.
Mailapalli, D. R., W. W. Wallender, R. Singh, and N. S. Raghuwanshi. 2009. “Application of a nonstandard explicit integration to solve Green and Ampt infiltration equation.” J. Hydrol. Eng. 14 (2): 203–206. https://doi.org/10.1061/(ASCE)1084-0699(2009)14:2(203).
Mao, L., Y. Li, W. Hao, X. Zhou, C. Xu, and T. Lei. 2016. “A new method to estimate soil water infiltration based on a modified Green–Ampt model.” Soil Tillage Res. 161: 31–37. https://doi.org/10.1016/j.still.2016.03.003.
Mein, R. G., and C. L. Larson. 1973. “Modeling infiltration during a steady rain.” Water Resour. Res. 9 (2): 384–394. https://doi.org/10.1029/WR009i002p00384.
Meng, S., and Y. Yang. 2019. “Infiltration simulation with improved Green-Ampt model coupled with the wet zone partition function.” J. Hydrol. Eng. 24 (5): 04019014. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001782.
Mohammadzadeh-Habili, J., and M. Heidarpour. 2011. “Estimating soil hydraulic parameters by using Green and Ampt infiltration equation.” J. Hydrol. Eng. 16 (10): 772–780. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000373.
Mohammadzadeh-Habili, J., and M. Heidarpour. 2015. “Application of the Green–Ampt model for infiltration into layered soils.” J. Hydrol. 527 (Aug): 824–832. https://doi.org/10.1016/j.jhydrol.2015.05.052.
Mohammadzadeh-Habili, J., M. Heidarpour, and D. Khalili. 2018. “Effect of aggregate size and porosity of clay soils on hydraulic parameters of Green-Ampt infiltration model.” J. Hydrol. Eng. 23 (3): 06018001. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001628.
Morbidelli, R., C. Saltalippi, A. Flammini, M. Cifrodelli, T. Picciafuoco, C. Corradini, and R. S. Govindaraju. 2017. “In situ measurements of soil saturated hydraulic conductivity: Assessment of reliability through rainfall–runoff experiments.” Hydrol. Processes 31 (17): 3084–3094. https://doi.org/10.1002/hyp.11247.
Neuman, S. P. 1976. “Wetting front pressure head in the infiltration model of Green and Ampt.” Water Resour. Res. 12 (3): 564–566. https://doi.org/10.1029/WR012i003p00564.
Nie, W. B., Y. B. Li, L. J. Fei, and X. Y. Ma. 2017. “Approximate explicit solution to the Green-Ampt infiltration model for estimating wetting front depth.” Water 9 (8): 609. https://doi.org/10.3390/w9080609.
Philip, J. R. 1992. “Falling head ponded infiltration.” Water Resour. Res. 28 (8): 2147–2148. https://doi.org/10.1029/92WR00704.
Ramos, H. 2007. “A non-standard explicit integration scheme for initial-value problems.” Appl. Math. Comput. 189 (1): 710–718. https://doi.org/10.1016/j.amc.2006.11.134.
Rudiyanto, M. Sakai, M. T. van Genuchten, A. A. Alazba, B. I. Setiawan, and B. Minasny. 2015. “A complete soil hydraulic model accounting for capillary and adsorptive water retention, capillary and film conductivity, and hysteresis.” Water Resour. Res. 51 (11): 8757–8772. https://doi.org/10.1002/2015WR017703.
Salvucci, G. D., and D. Entekhabi. 1994. “Explicit expression for Green–Ampt (delta function diffusivity) infiltration rate and cumulative storage.” Water Resour. Res. 30 (9): 2661–2663. https://doi.org/10.1029/94WR01494.
Seki, K. 2007. “SWRC fit: A nonlinear fitting program with a water retention curve for soils having unimodal and bimodal pore structure.” Hydrol. Earth Syst. Sci. Discuss. 4: 407–437.
Serrano, S. E. 2001. “Explicit solution to Green and Ampt infiltration equation.” J. Hydrol. Eng. 6 (4): 336–340. https://doi.org/10.1061/(ASCE)1084-0699(2001)6:4(336).
Serrano, S. E. 2003. “Improved decomposition solution to Green and Ampt equation.” J. Hydrol. Eng. 8 (3): 158–160. https://doi.org/10.1061/(ASCE)1084-0699(2003)8:3(158).
Šimůnek, J., M. Šejna, H. Saito, M. Sakai, and M. T. van Genuchten. 2009. The HYDRUS-1D software package for simulating the one-dimensional movement of water, heat, and multiple solutes in variably-saturated media, version 4.08. Riverside, CA: Dept. of Environment Science, Univ. of California.
Tuller, M., and D. Or. 2005. “Water retention and characteristic curve.” Encycl. Soils Environ. 4: 278–289. https://doi.org/10.1016/B0-12-348530-4/00376-3.
Van Mullem, J. A. 1991. “Runoff and peak discharges using Green-Ampt infiltration model.” J. Hydrol. Eng. 117 (3): 354–370. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:3(354).
Vigo, Á. D., S. Zubelzu, and L. Juana. 2021. “Infiltration models and soil characterisation for hemispherical and disc sources based on Green-Ampt assumptions.” J. Hydrol. 595 (Apr): 125966. https://doi.org/10.1016/j.jhydrol.2021.125966.
Wang, C., X. Mao, and R. Hatano. 2014. “Modeling ponded infiltration in fine-textured soils with coarse interlayer.” Soil Sci. Soc. Am. 78 (3): 745–753. https://doi.org/10.2136/sssaj2013.12.0535.
Wang, Z., L. Wu, and Q. J. Wu. 2000. “Water-entry value as an alternative indicator of soil water-repellency and wettability.” J. Hydrol. 231–232: 76–83. https://doi.org/10.1016/S0022-1694(00)00185-2.
Whisler, F. D., and H. Bouwer. 1970. “Comparison of methods for calculating vertical drainage and infiltration for soils.” J. Hydrol. 10 (1): 1–19. https://doi.org/10.1016/0022-1694(70)90051-X.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 26Issue 11November 2021

History

Received: Mar 1, 2021
Accepted: Jul 9, 2021
Published online: Sep 2, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 2, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Jahanshir Mohammadzadeh-Habili [email protected]
Assistant Professor, Dept. of Water Engineering, College of Agriculture, Shiraz Univ., Shiraz 7144165186, Iran (corresponding author). Email: [email protected]
Professor, Dept. of Water Engineering, College of Agriculture, Shiraz Univ., Shiraz 7144165186, Iran. ORCID: https://orcid.org/0000-0002-8753-9361. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Time-dependent analyses for ground movement and stress field induced by tunnelling considering rainfall infiltration mechanics, Tunnelling and Underground Space Technology, 10.1016/j.tust.2022.104378, 122, (104378), (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share