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Water treatment in Indonesia still uses coagulant to reduce the contaminant. Therefore, an infiltration gallery is required as the pre-treatment before conventional water treatment conducted. Infiltration gallery is a natural technology for absorbing or filtrating the contaminant. The hydraulic conductivity plays the main role in soil filtration. There are many types of soil with different hydraulic conductivities. In infiltration gallery method it is important to identify the hydraulic conductivity value as the preliminary analysis because it is the important indicator to show the ability of soil to flow the water from one side to other sides when filtrating the contaminant. The slower the conductivity is, the better the quality of the water will be. The method used in this study was the Constant head Permeameter. The result of this study shows that the same type of soil type has different hydraulic conductivities.
Aqualinc. 2014. Infiltration gallery investigation. Marlborough district council.
Barbiero, L., Filho. A.R., Furquim, S.A.C., Furian, S., Sakamoto.A.Y., Valles, V., Graham, R.C., Fort, M., Ferreira.R.P.D. and Neto, J.P.Q. 2008. Soil morphological control on saline and freashwaterlake hydrogeochemical in the pantanal of Nhecolandia, Brazil.Geoderma. 148 :91-106.
Bekele, E., Toze, S., Patterson, B., Fegg, W., Shackleton, M., and Higginson, S. 2013.Evaluating two infiltration gallery designs for managed aquifer recharge using secondary treated wastewater. Journal of Enviromental Management. 117:115-120.
Blavier, J., Vernabanck, M.A., Craddock, F., Liegeois, S., Latinis, D., Gargouri, L., Flores Rua, G., Debaste, F., Haut, B., 2014. Investigation of riverbed filtration systems on the Parapetiriver, Bolivia. Journal of Water Process Engineering. 1: 27–36.
B.C. Ministry of Environment. 2014. Underground Stormwater Infiltration: Best Practices for the Protection of Groundwater in British Columbia. ISBN 978-0-7726-6855-4
Bughici, T. and Wallach, R. 2016.Formation of soil–water repellency in olive orchards and its influence on infiltration pattern.Geoderma 262:1–11.
Dalai,C. and Ramakarjha. 2014. A preliminary experimental analysis of infiltration capacity through disturbed river bank soil sample. International journal of Engineering and Applications 2248-9622: 24-29
Henzler, A.F., Greskowiak, J., Massmann, G. 2014. Modellling the fate of organic micropollutant during river bank filtration (Berlin, Germany). Journal of contaminat hidrology. 156: 78-92
Hofkes, E.H. andVisscher, J.T. 1986. Artificial soil water recharge for water supply of medium-size communities in developing countries. International Reference Centre for Community Water Supply and Sanitation. The Hague, TheNethersoils
Hoffman, A. and Gunkel, G. 2011. Bank filtration in the sandy littoral zone of lake (Berlin): Stucture and dynamics of the biological active filter zone and clogging processes. Limnologica. 41:10-19
Hutchinson, A.J., Tokash, J.C. and Logan, B.E. 2011.Analysis of carbon fiber brush loadingin anodes on startup and performance of microbial fuel cells.Journal of Power Sources. 196: 9213-9219
Jekel, M., and Heinzmann, B. 2013. The Research Project “Natural and Artificial Systems for Reacharge and Filtration (NASRI)”, its Relation to the Specific Water Management Challenges of Berlin and the International Relevance. KompetenzZentrum Wasser Berlin.Conferece Wasser Berlin.
Jones, A.T. 2008. Can we reposition the preferred geological conditions necessary for an infiltration gallery? The development of a synthetic infiltration gallery. Desalination. 221:598–601
Jurel, E.R.S., Bahadur Singh, E.R.B.,Jurel, S.K., and Singh, R.D. 2013. Infiltration Galleries: “A Solution To Drinking Water Supply For Urban Areas Near Rivers”. IOSR Journal of Mechanical and Civil Engingeering5: 29-33.
Kedziorek, M.A.M., and Bourg, A.C.M. 2009. ElectronTrapping capacity of dissolved oxygen and nitarte to evaluate Mn and Fe reduction dissolution in alluvial aquiversduruing riverbank filtration. Jounal Hidrology. 365 :74-78
Kusuma, M.N., Hadi, W.,Wirjodirdjo, B., and Yulfiah. 2018a. Correlation between quality and quantity from pollutants absorption by soil to the application of infiltration gallery. Poll Res. 37 (2) : 85-89.
Kusuma.M.N., Hadi, W. and Wirjodirdjo, B. 2018b.Preliminary study ofInfiltration Gallery for Water Treatment towards Universal Access 2019 in Indonesia. Soil Environ. 37 (1) : 83-88.
Mustafa, S., Bahar, A., Azis, Z.A. and Suratman, S., 2016.Modelling contaminant transport for pumping well. Journal environmental management. 165: 159 -166
Martin, R. and Dillion.P. 2002. Aquifer storage and recovery future directions for south australia. The departement of water, land and biodiversity conservation CSIRO land and water.
Nham, H.T.T., Greskowiak, J., Nodler. K., Rahman, M.A., Spachos, T., Ruterberg, B., Massmann, G., Sauter, M.and Licha, T. 2015.Modeling the transport behaviour of 16 merging organic contaminants during soil quifer treatment. Science of the total environment. 514:450-458.
Price,W.D., Burchellll, M.R., Hunt, W.F. and Chescheir, G.M. 2013.Long term study of dune infiltration system to treat coastal stromwater runoff for fecal bacteria. Ecological Bactaria 55:1-11
Paterson, B.M., Shackleton, M., Furness, A.J., Bekele, E., Pearce, J., Linge, K.L., Busetti,Spadek, T.and Toze, S. 2011.Behaviour and fate nine recycled water trace organics during managed aquifer recharge in an aerobic aquifer. Journal contaminant hidrology. 122 :53-62
Rummler, J., Bekele, E. andToze, S. 2015. Prelimenary hydrogeological characterisation for proposed covered infiltration galleries at CSIRO Laboratory, Floreat, Western Australia. National book Research Flagship.
Sulam.D.J,and Ku. H.F.H. 1977.Trends of selected ground water constituent from infiltration galleries, southest Nassau Country, New York. Ground water15 : 6.
Shwetha, P. and Varija, Kb. 2015.Soil water retention curve from saturated hydraulic conductivity for sandy loam and loamy sand textured soils. Aquatic Procedia. 4: 142 – 1149.
Tagar, A.A., Changying, J., Qishuo., D., Adamowski., J., Malard, J. and Eltouma, F. 2016. Implications of variability in soil structures and physio-mechanical properties of soil after different failure patterns.Geoderma. 261:124 –132.
Valdes, D., Dupont, J.P., Laignel, B., Slimani, S. andDelbart, C. 2014.Infiltration processes in karstic chalk investigated through a spatial analysis of the geochemical properties of the groundwater: The effect of the superficial layer of clay-with-flints. Journal of Hydrology. 519 :23-33.
Wang, M., Kong, L. and Zang, M. 2015. Effects of sample dimensions and shapes on measuring soil water characteristic curves using pressure plate. Journal of Rock Mechanics and Geotechnical Engineering. 7:463-468.
Yoon, J. and El Mochtar, C.S. 2015.A filtration model for evaluating maximum penetration distance of bentonite grout through granular soils.Computers and Geotechnics. 65:291-301