Management of municipal solid waste open dumps immediately after the collapse: An integrated approach from Meethotamulla open dump, Sri Lanka

被引:22
|
作者
Jayaweera, Mahesh [1 ]
Gunawardana, Buddhika [1 ]
Gunawardana, Manju [2 ]
Karunawardena, Asiri [3 ]
Dias, Viraj [4 ]
Premasiri, Sarath [3 ]
Dissanayake, Janith [1 ]
Manatunge, Jagath [1 ]
Wijeratne, Nimal [5 ]
Karunarathne, Dhananjith [6 ]
Thilakasiri, Saman [7 ]
机构
[1] Univ Moratuwa, Dept Civil Engn, Moratuwa, Sri Lanka
[2] Hybrid Technol Pvt Ltd, 114 Ward Pl, Colombo 7, Sri Lanka
[3] Natl Bldg Res Org, 99-1 Jawatte Rd, Colombo 5, Sri Lanka
[4] Cent Engn Consultancy Bur, 11 Jawatte Rd, Colombo 5, Sri Lanka
[5] Sri Lanka Land Reclamat & Dev Corp, 03 Sri Jayawardenepura Mawatha, Welikada, Rajagiriya, Sri Lanka
[6] Corps Sri Lanka Engineers, Regimental Ctr, Panagoda, Homagama, Sri Lanka
[7] Sri Lanka Inst Informat Technol, New Kandy Rd, Malabe, Sri Lanka
关键词
Landfill gas; Municipal solid waste management; Open dump; Rehabilitation; Slope failure; Stability; GEOTECHNICAL PROPERTIES; LANDFILLS; FAILURE;
D O I
10.1016/j.wasman.2019.06.019
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Meethotamulla open dump (MOD) of Sri Lanka that has received about 290,000 metric tons of mixed MSW annually collapsed on 14th April 2017 with massive devastation. An integrated approach was attempted to control further collapse with the deployment of drone-assisted and stand-alone instrumentation. The collapsed dump was analyzed for attributes, including contours, heights, wetness, temperature levels, tension cracks, landfill gases, fire, explosion, and asphyxiation hazards with 24-h surveillance after one day of the collapse. The mode of MOD failure was implicated to be deep-seated (rotational) slope failure. A short-term plan, consisting of 12 activities was prepared and successfully implemented. The activities of the short-term plan were carried out at the dumpsite until the water level fluctuations <5 cm, inundation of the toe area receded completely, the horizontal displacement of surface markers <20 mm, lower explosive levels of CH4 and CO less than 5 and 12%, respectively, O-2 level improved up to 21%, and temperature variation of the collapsed face <2 degrees C. The short-term plan was halted when the factor of safety for slope failure of the critical face improved from 0.807 to 1.286 ensuring no signs of a subsequent collapse of the MOD. An early warning system was established in the case of an imminent collapse. This integrated approach, to our knowledge, is the first study instituted, and this holistic management effort could be easily replicated to avoid disasters from slope failures of landfills or open dumps that may occur elsewhere. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:227 / 240
页数:14
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