Plant Soil Environ., 2005, 51(8):335-342 | DOI: 10.17221/3608-PSE
Approximation of landfill drainage discharge by De Zeeuw-Hellinga model, and its verificationon sanitary landfill of solid domestic waste
- Czech University of Agriculture in Prague, Czech Republic
The goal of this work is to present a suitable tool or model for the evaluation of the internal landfill water discharge, in relation to the basic design parameters of internal landfill drainage system and other processes. De Zeeuw-Hellinga's drainage theory fulfils those requirements. De Zeeuw-Hellinga's drainage intensity factor takes in basic design parameters of internal landfill drainage system and also hydro-physical properties of the collected waste. The drainage theory calculates with landfill internal water recharge to the drainage system within a certain time interval. In practice this method was successfully verified in a sanitary landfill of solid domestic waste in Osecna (a region near Liberec, Czech Republic). The comparison of the real data of the measured values of the internal landfill water discharges with calculated values, demonstrated eligibility of the use of De Zeeuw-Hellinga drainage theory as a good instrument for approximation of the internal landfill water discharges. This tool needs only a minimum of information and can be applied for the evaluation of basic design parameters of the internal landfill drainage system, for the design of the landfill reservoir capacity, and also for description of the landfill hydrology processes.
Keywords: landfills; drainage discharge; internal landfill water; De Zeeuw-Hellinga drainage theory; drainage system
Published: August 31, 2005 Show citation
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References
- Berger K. (2003): Validation and enhancement of the HELP model to simulate the water balance of surface covers. In: Proceedings Sardinia, 9 th International Landfill Symposium, CISA Publisher, Cagliari: 294-296.
- Blakey N.C. (1992): Model prediction of landfill leachate production. In: Cossu R., Christensen T.H., Stegmann R. (eds.): Landfilling of waste: Leachate. Elsevier Science Publishers Ltd., Essex IG118JU, England: 17-34.
- D'Antonio G., Pirozzi F. (1991): Hydraulic behaviour of leachate at the bottom of sanitary landfills. In: Proceedings Sardinia 91, 3rd International Landfill Symposium, CISA Publisher, Cagliari, vol. II: 899-997.
- Dieleman P.J., Trafford B.D. (1976): Drainage testing. Irrigation and Drainage Paper 28. FAO. Rome, Italy: 58-62.
- Genuchten M.Th. van, Nielsen D.R. (1985): On describing and predicting the hydraulic properties of unsaturated soils. Annales Geophysicae, 3: 615-628.
- Kutílek M., Nielsen D.R. (1994): Soil hydrology. Geoecology textbook, Catena Verlag, 38162 Cremlingen Destedt, Germany: 98-102.
- McEnroe B.M. (1989): Steady drainage of landfill covers and bottom liners. Journal of Environmental Engineering, 115: 1114-1122.
Go to original source...
- McEnroe B.M. (1992): Hydraulics of leachate collection and cover drainage. In: Leachate J., Christensen T.H., Cossu R., Stegmann R. (eds.): Landfilling of waste. Elsevier Applied Science Publisher, London, New York: 531-541.
Go to original source...
- Richardson G.N., Giroud J.P., Zhao A. (2002): Lateral drainage design update - part 2. Geotechnical Fabrics Report, US.
- Ritzema H.P. (1994): Subsurface flows to drains. In: Ritzema H.P. (ed.): Drainage principles and applications, ILRI Publ. 16, Wageningen, The Netherlands: 283-294.
- Schroeder P.R., Dozier T.S., Zappi P.A., McEnroe B.M., Sjostrom J.W., Peton R.L. (1994): The Hydrologic Evaluation of Landfill Performance (HELP) Model: Engineering Documentation for Version 3. EPA/600/R94/168b, US. Environmental Protection Agency, Risk Reduction Engineering Laboratory, Cincinnati, OH.
- Stibinger J. (1994): Design parameters of landfill internal drainage system. In: Proceedings EIPOS 94, International EIPOS-Conference, TU Dresden, Dresden, Germany: 355-358.
- Upadhyaya A., Chauhan H.S. (2001): Falling water tables in horizontal/sloping aquifer. Journal of Irrigation and Drainage Engineering, 127, ASCE: 378-384.
Go to original source...
- Non-published papers of the GESTA Rynoltice a.s. of the hydrologic and landfill data from sanitary landfill of domestic waste in Osecna location, region Liberec (Northern Bohemia), Czech Republic (In Czech).
- CSN Standard 83 80 33 (2002): Landfilling of waste - Handling of percolation water from landfills, Prague, Czech Republic.
- CSN Standard 83 80 30 (2002): Waste landfilling - Basic conditions for design and construction of landfills, Prague, Czech Republic.
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