Study of Two Different Field Measurement Methods of Infiltration: Falling Head and Constant Head, at Various Hydraulic Head

  • Wahyu Purwakusuma Departemen Ilmu Tanah dan Sumberdaya Lahan, IPB
  • Sri Malahayati Yusuf Departemen Ilmu Tanah dan Sumberdaya Lahan, Fakultas Pertanian, IPB
  • Enny Dwi Wahjunie

Abstrak

Two field measurement of infiltration rate methods had been performed on Latosol (Oxic dystrudept) Dramaga Bogor in order to investigate the opportunity to generate different result due to the different of hydraulic head applied and the different way of water was supplied. They were constant head and falling head methods. Falling head method was done in two different ways, namely within a certain time interval and within a certain water level interval.  Hydraulic head used during measurement were of 10 cm, 15 cm, and 20 cm. The falling head and constant head method, clearly, generated different minimum infiltration rate values The falling head method measured on a fixed time interval generated almost the same  values of  minimum infiltration rate, respectively of 4.8 cm hour -1, 5.5 cm hour -1, and 4.8 cm hour -1  at 10 cm, 15 cm, and 20 cm hydraulic head. The falling head method based on bulk water level interval at 10 cm, 15 cm, and 20 cm  generated minimum infiltration rate values respectively of 13.2  cm/hour, 12.8 cm/hour, and 18.8 cm/hour. The constant head method at 10 cm, 15 cm, and 20 cm hydraulic head generated minimum infiltration rate values respectively of 11.0 cm/hour, 18.5 cm/hour, and 19.0 cm/hour. The values were higher than of the fixed time interval based falling head method. Infiltration field measurement using the falling head method either based on time interval or water level interval did not show an increasing trend of minimum infiltration rate values due to the increase of hydraulic head. However, the infiltration field measurement using constant head showed an increasing trend of the minimum infiltration rate values due to the increase of hydraulic head.

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Referensi

Adeniji, F.A., B.G.Umara, J.M. Dibal, and A.A. Amali. 2013. Variation of infiltration rates with soil texture. A laboratory study. International Journal of Engineering and Innovative Technology, 3(2): 454–459.
Aronovici, V.S. 1955. Model study of ring infiltrometer performance under low initial soil moisture. Soil Sci. Soc. Am. Journal, 19(1): 1-6.
ASTM. 2003. D3385-03 Standard test method for infiltration rate of soils in field using double-ring infiltrometer. In Annual Book of ASTM Standards 04.08. Testing Materials. West Conshohocken, PA. 8 pp.
Bashyal, M., M.J. Mulvaney, and E.Z. Bean. 2019. Design and Construction of a Constant Head Infiltrometer 1. EDIS. p. 1-8.
Bronstert, A., D. Niehoff, and G.R. Schiffler. 2023. Modelling infiltration and infiltration excess: The importance of fast and local processes. Hydrological Processes, 37(4): 1-20.
Bouwer, H. 1986. Intake rate. Cylinder infiltrometer. In A. Klute (Ed.). Methods of Soil Analysis. ASA Monograph 9, ASA, Madison. p. 825-843.
Champatiray, A., V. Balmuri, K.C. Patra, and M.M. Sahoo. 2015. Standard test for determination of infiltration rate of soil using double ring infiltrometer. In G.C. Mishra (Ed.). Innovative Trends in Applied Physical, Chemical, Mathematical Sciences and Emerging Energy Technology for Sustainable Development. New Delhi, India. p. 9-13.
Chow, V.T., D.R. Maidment, and L.R. Mays. 1988. Applied Hydrology. Mc Graw Hill. New York. 572 pp.
V.M. Chowdary, R.M. Damodhara, C.S. Jaiswal. 2006. Study of infiltration process under different experimental conditions. Agricultural Water Management, 83 (1–2): 69-78.
De Boodt, M. 1967. West-European Methods for Soil Structure Determination. The West-European Working Group on Soil Structure of the Intern. Soil Science Soc., Ghent, State Fac. of Agricultural Sciences.
Diamond, J., and T. Shanley. 1998. Infiltration rate assessment of some major soils. Proc. Agricultural Research Forum, Dublin: September 1, 1998.
Feng, G.L., J. Letey, and L. Wu. 2001. Water ponding depths affect temporal infiltration rates in a water-repellent sand. SSSAJ, 2: 315-320.
Fuady, M.A. 2019. Detailed soil mapping in Cikabayan Education Field Station, IPB Dramaga using UAV [Undergraduated Thesis]. IPB. Bogor, Indonesia. [in Bahasa Indonesia].
Hartge, K.H, and R. Horn. 2009. Die physikalische untersuchung von Böden. E. Schweizerbart’sche Verlagsbuchhandlung. Stuttgart, Germany. 178 pp.
Hillel, D. 2012. Environmental Soil Physics. Academic Press. ISBN-13‏: ‎ 9780123954558. New York. 771 pp.
Kurnia, U., F. Agus, A. Adimihardja, and A. Dariah. 2006. Soil Physics Characteristics and Its Analysis Method. BBSDLP. Bogor. [in Bahasa Indonesia].
Leiveci, K.S., G.A. Kazemi, and N. Damough. 2016. Measuring infiltration rate and hydraulic conductivity in a dry well in a thin overburden. J. Geope., 6(1): 63-73.
Niewczas, J., and B.W. Walczak. 2003. Index of soil aggregates stability as linear function value of transition matrix elements. Soil and Tillage Research, 70(2): 121-130.
Ravi, V., J.R. Williams, and O. Ying. 1998. Estimation of infiltration rate in the vadose zone: compilation of simple mathematical models. US-EPA, USA. 26 pp.
Reynold, W., D. Elrick., E. Youngs, A. Amoozegar, H.W. Booltink, and J. Bouma. 2002. Saturated and field saturated water flow parameters. In J.H. Dane, and G.C. Topp (Eds.). Methods of Soil Analysis. Parth 4. Physical methods. SSSA, Madison, Wisconsin, USA. p. 797-878.
Song, J., J. Wang, W. Wang, L. Peng, H. Li, C. Zhang, and X. Fang. 2021. Comparison between different infiltration models to describe the infiltration of permeable brick pavement system via a laboratory-scale experiment. Water Sci Technol., 84(9): 2214–2227.
Uhland, R.E., and A.M. O’Neal. 1951. Soil Permeability Determination for Use in Soil and Water Conservation. USDA Soil Conservation Service,Washington DC, New York. 36 pp.
Ma, W., X. Zhang, Q. Zhen, and Y. Zhang. 2016. Effect of soil texture on water infiltration in semiarid reclaimed land. Water Quality Research Journal, 51(1): 33-41.
Wischmeier, W.H., C.B. Johnson, and B.V. Cross. 1971. A soil erodibility nomograph for farmland and construction sites. Journal of Soil and Water Conservation, 26: 189-193.
Wu L., L. Pan, J. Mitchell, and B. Sanden. 1999. Measuring saturated hydraulic conductivity using a generalized solution for single-ring infiltrometers. SSSA, 63(4): 788-792.
Zhang, Y.S., I. Hopkins, L. Guo, and H. Lin. 2019. Dynamics of infiltration rate and field-saturated soil hydraulic conductivity in a wastwewater-irrigated cropland. Water, 11(8): 1632.
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2024-04-01