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Variation of moisture retention capacity of municipal solid waste under the influence of degradation and stress |
XU Hui, ZHAN Liang-tong, LI He, LAN Ji-wu, CHEN Yun-min |
Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou 310058, China |
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Abstract Five sets of moisture retention capacity (MRC) experiments were conducted in degradation-compression-permeation cells for municipal solid waste (MSW). The variations of MRC with degradation time under different temperature conditions and incremental stresses for fresh high food waste content (HFWC) MSW were characterized, and the variation of MRC with stress for fresh HFWC-MSW, fresh zero food waste content (NFWC) MSW and decomposed MSW (D-MSW) were determined. Based on the experimental results, the following findings were obtained:MRC of fresh HFWC-MSW decreased exponentially with the degradation time, i.e., MRC=a-b(1-exp(-ctd)); the values of c and d were obtained as 0.003 and 1.18 under the stress of 10kPa and room temperature of 0~27℃, while 0.173 and 0.601 under the stress of 10 kPa and constant temperature of (40±3)℃. MRC of fresh HFWC-MSW sharply dropped 3.0%, 2.3% and 1.9% after the application of incremental stresses of 100kPa, 200kPa and 400kPa, respectively. MRC appeared to decrease linearly with an increase of logarithmic stress for fresh HFWC-MSW, NFWC-MSW and D-MSW, i.e., MRC=m-n×lg(σ). The MRCs of fresh HFWC-MSW, D-MSW and NFWC-MSW decreased from 63.0%, 46.5% and 37.9% to 46.0%, 35.3% and 30.4%, respectively, with an increase of stress from 10kPa to 400kPa. It was concluded from the analyses of reference data that the MRC of fresh MSW increased with the food waste content and the MRC of aged MSW with different compositions were basically consistent under a given stress. The influence mechanism of degradation and stress on MRC of fresh HFWC-MSW was discussed, and the practical implications were proposed to enhance the dewatering of fresh HFWC-MSW.
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Received: 04 January 2016
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[1] |
Cheng H, Zhang Y, Meng A, et al. Municipal solid waste fueled power generation in China: a case study of waste-to-energy in Changchun city[J]. Environmental science & technology, 2007, 41(21):7509-7515.
|
[2] |
Nie Y. Development and prospects of municipal solid waste (MSW) incineration in China[J]. Frontiers of Environmental Science & Engineering in China, 2008,2(1):1-7.
|
[3] |
Zhang D, He P J, Shao L M, et al. Biodrying of municipal solid waste with high water content by combined hydrolytic-aerobic technology[J]. Journal of Environmental Sciences, 2008,20(12): 1534-1540.
|
[4] |
Zhang W, Zhang L, Li A. Anaerobic co-digestion of food waste with MSW incineration plant fresh leachate: process performance and synergistic effects[J]. Chemical Engineering Journal, 2015, 259:795-805.
|
[5] |
He P J, Shao L M, Qu X, et al. Effects of feed solutions on refuse hydrolysis and landfill leachate characteristics[J]. Chemosphere, 2005,59(6):837-844.
|
[6] |
Cheng H, Zhang Y, Meng A, et al. Municipal solid waste fueled power generation in China: a case study of waste-to-energy in Changchun city[J]. Environmental science & technology, 2007, 41(21):7509-7515.
|
[7] |
Shao L M, He X, Yang N, et al. Biodrying of municipal solid waste under different ventilation modes: drying efficiency and aqueous pollution[J]. Waste Management & Research, 2012, 30(12):1272-1280.
|
[8] |
Fang F, Abbas A A, Chen Y P, et al. Anaerobic/aerobic/coagulation treatment of leachate from a municipal solid wastes incineration plant[J]. Environmental technology, 2012,33(8): 927-935.
|
[9] |
Zhan T L T, Xu X B, Chen Y M, et al. Dependence of Gas Collection Efficiency on Leachate Level at Wet Municipal Solid Waste Landfills and Its Improvement Methods in China[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2015.
|
[10] |
Koerner R M, Soong T Y. Leachate in landfills: the stability issues[J]. Geotextiles and Geomembranes, 2000,18(5):293-309.
|
[11] |
Blight G. Slope failures in municipal solid waste dumps and landfills: a review[J]. Waste Management & Research, 2008, 26(5):448-463.
|
[12] |
Schwarzbauer J, Heim S, Brinker S, et al. Occurrence and alteration of organic contaminants in seepage and leakage water from a waste deposit landfill[J]. Water Research, 2002,36(9): 2275-2287.
|
[13] |
Fungaroli A A, Steiner R L. Investigation of sanitary landfill behavior; final report[R]. EPA, 1979.
|
[14] |
Zornberg J G, Jernigan B L, Sanglerat T R, et al. Retention of free liquids in landfills undergoing vertical expansion[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999,125(7): 583-594.
|
[15] |
涂帆,柯秋菊,解仲明,等.城市固体废弃物持水率的室内实验研究[J]. 环境工程学报, 2010(12):2860-2864.
|
[16] |
De Velásquez M T O, Cruz-Rivera R, Rojas-Valencia N, et al. Determination of field capacity of municipal solid waste with surcharge simulation[J]. Waste Management & Research, 2003, 21(2):137-144.
|
[17] |
涂帆,钱学德,崔广强,等.城市固体废弃物持水率的研究[J]. 岩石力学与工程学报, 2008,27(增2):3305-3311.
|
[18] |
Townsend T G, Hian P, Tolaymat T M. Liquid introduction design criteria for bioreactor landfills[R]. Cincinnati, Ohiol: Environmental Protection Agency, Office of Research and Development, 2006.
|
[19] |
Beaven R P. The hydrogeological and geotechnical properties of household waste in relation to sustainable landfilling[D]. PhD dissertation, Queen Mary and Westfield College, University of London, 2000.
|
[20] |
兰吉武.填埋场渗滤液产生,运移及水位雍高机理和控制[D].杭州:浙江大学, 2012.
|
[21] |
Arif K N. Determination of Hydro-Mechanical Characteristics of Biodegradable Waste-Laboratory and Landfill Site[D]. Doctoral dissertation, University of Grenoble, 2010.
|
[22] |
Wall D K, Zeiss C. Municipal landfill biodegradation and settlement[J]. Journal of Environmental Engineering, 1995, 121(3):214-224.
|
[23] |
何品晶.固体废物处理与资源化技术[M]. 北京:高等教育出版社, 2011.
|
[24] |
Chen Y M, Zhan L T L, Li Y C. Biochemical, Hydraulic and Mechanical Behaviours of Landfills with High-Kitchen-Waste-Content MSW. 7th ICEG, Melbourne, Australia, 2014.
|
[25] |
Gao W, Chen Y, Zhan L T, et al. Engineering properties for high kitchen waste content municipal solid waste. Journal of Rock Mechanics and Geotechnical Engineering, 2015,7(6):646-658.
|
|
|
|