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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

邮发代号 80-973

2018 Impact Factor: 3.883

Frontiers of Environmental Science & Engineering  2016, Vol. 10 Issue (1): 177-184   https://doi.org/10.1007/s11783-014-0710-9
  本期目录
Combined reticular blind drainage and vertical hierarchical drainage system for landfills located in areas with high rainfall and high groundwater level
Wenjing LU1,Zhonge FU2,Yan ZHAO3,*()
1. School of Environment, Tsinghua University, Beijing 100084, China
2. Loudi Civil and Architecture Society, Loudi 417000, China
3. School of Environment, Beijing Normal University, Beijing 100875, China
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Abstract

A novel water control technology that combines the features of a reticular blind drainage system and a vertical hierarchical drainage system is developed and applied in the Yanziyan Sanitary Landfill, which is located at an area (Loudi City, Hunan Province, China) with high rainfall and high groundwater level. The reticular blind drain system, which was installed on the bottom and side walls of the landfill site, can conveniently guide the flow of groundwater out of the site while preventing a disorganized flow of groundwater. The vertical hierarchical drainage system was installed to separate rainfall water and leachate in the landfill site, thus efficiently reducing the pressure of leachate treatment. The whole drainage system plays a key role in foundation stabilization by seepage control and separation and in the instant drainage of rainfall water. The leachate reduction efficiency of the drainage technology was calculated in terms of leachate production before (336519 m3) and after (29664 m3) technology application. Over 90% of leachate derived from rainfall water and groundwater inflow was avoided upon installation of the vertical hierarchical drainage and reticular blind drainage systems. The technology can thus be popularized and applied for water control in landfills located in areas with high rainfall and high groundwater level. The proposed technology can be used to alleviate the pressure of leachate treatment and to reduce the risk of instability.

Key wordslandfill    reticular blind drain    vertical hierarchical drain    guidance and drainage    impermeable layer
收稿日期: 2013-06-11      出版日期: 2015-12-03
Corresponding Author(s): Yan ZHAO   
 引用本文:   
. [J]. Frontiers of Environmental Science & Engineering, 2016, 10(1): 177-184.
Wenjing LU,Zhonge FU,Yan ZHAO. Combined reticular blind drainage and vertical hierarchical drainage system for landfills located in areas with high rainfall and high groundwater level. Front. Environ. Sci. Eng., 2016, 10(1): 177-184.
 链接本文:  
https://academic.hep.com.cn/fese/CN/10.1007/s11783-014-0710-9
https://academic.hep.com.cn/fese/CN/Y2016/V10/I1/177
item 2008 (10 months) 2009 2010 2011
municipal solid waste amount/t 71814 99943 118963 123690
sewage sludge amount/t 21600 21600 21600 21600
Tab.1  
Fig.1  
item 2008 2009 2010 2011
precipitation/mm 1197.0 1231.0 1570.5 1071.1
sunshine duration/h 1613.2 1598.2 1425.1 1355.1
wind speed/(m·s−1) 1.4 1.4 1.3 1.4
average temperature/°C 18.3 18.4 17.9 17.7
evaporation/mm 980.5 987.3 855.6 947.1
Tab.2  
type water permeability bearing capacity of foundation soil/kPa
clay poor 120–220
quartz sandstone relative aquiclude 600–1000
mudstone relative aquiclude 350–500
shale relative aquiclude 350–500
pelitic sandstone relative aquiclude 350–1000
Tab.3  
item 2008 (10 months) 2009 2010 2011
water content of mixed waste/% 21.4 22.1 25.6 20.3
leachate amount/m3 24296 27787 29480 30398
Tab.4  
driling well No. depth/m water content/% appearance density/(g·cm−3) total solid/% field water capacity/%
a 1.5 38.09 1.28 61.91 34.25
4.5 40.92 1.40 59.08 33.73
7.5 39.98 1.30 60.02 37.46
b 1.5 26.31 1.24 73.69 25.71
4.5 33.52 1.23 66.48 28.79
7.5 39.04 1.33 60.96 32.07
average value 36.31 1.30 63.69 32.00
Tab.5  
Fig.2  
Fig.3  
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