A feasibility study of thermal hydrolysis by-products as barrier layer materials in the final cover system for a landfill

2009 ◽  
Vol 11 (3) ◽  
pp. 208-213 ◽  
Author(s):  
Ji-Hoon Jeong ◽  
Byung-Taek Oh ◽  
Jai-Young Lee
2020 ◽  
Vol 55 (2) ◽  
pp. 184-197
Author(s):  
Saeideh Mirzaei ◽  
Beata Gorczyca

Abstract In this study, diffused aeration was applied to remove trihalomethane (THM) compounds from chlorinated, treated water containing high dissolved organic carbon (DOC) of 6.8 ± 1.2 mg/L. Increasing air-to-water volumetric ratio (rA/W) from 16 to 39 enhanced total THM (TTHM) removal from 60 to 70% at 20 °C and from 30 to 50% at 4 °C. Although bromodichloromethane has lower Henry's law constant than chloroform (CF), it was removed by a higher degree than CF in some aeration trials. Albeit obtaining high removals in aeration, TTHM reformed, and their concentration surpassed the Canadian guideline of 100 ppb in about 24 hours at 20 °C and 40 hours at 10 °C in all attempted air-to-water ratios. The water age in the system investigated in this study varied from 48 hours in midpoint chlorine boosting stations to 336 hours in the nearest endpoint. This study showed that THM removal by aeration is not a viable solution to control the concentration of these disinfection by-products in high-DOC treated water and in distribution systems where water age exceeds 24 hours; unless, it is going to be installed at the distribution endpoints.


2020 ◽  
Vol 17 (103) ◽  
pp. 67-81
Author(s):  
Elnaz Mialni ◽  
Neda Hashemi ◽  
Q.Ali Golimovehhed ◽  
Majid Hashemi

Aquaculture ◽  
2017 ◽  
Vol 479 ◽  
pp. 265-272 ◽  
Author(s):  
F.G. Gachango ◽  
K.S. Ekmann ◽  
J. Frørup ◽  
S.M. Pedersen

2016 ◽  
Vol 9 ◽  
pp. 13004 ◽  
Author(s):  
Jason Lim Coo ◽  
Pui San So ◽  
Bruce Chen ◽  
Zhou Chao ◽  
Charles Wang Wai Ng

2010 ◽  
Vol 150 ◽  
pp. 173-173
Author(s):  
C. Pirola ◽  
G. Carvoli ◽  
V. Ragaini ◽  
C.L. Bianchi ◽  
D.C. Boffito ◽  
...  

Author(s):  
Fuhan Liu ◽  
Rui Zhang ◽  
Gaurav Khurana ◽  
Bartlet H. Deprospo ◽  
Rao R. Tummala ◽  
...  

2018 ◽  
Vol 10 (12) ◽  
pp. 4568
Author(s):  
Ali Chabuk ◽  
Nadhir Al-Ansari ◽  
Karwan Alkaradaghi ◽  
Abdulla Al-Rawabdeh ◽  
Jan Laue ◽  
...  

The main purpose of selecting proper designs for landfills is to accommodate quantities of waste without having a negative effect on the surrounding environment and human health. The Babylon Governorate (province) in Iraq was taken as an example of an arid area with very shallow groundwater and where irregular waste disposal sites had developed that had not been subject to international standards when they were selected for landfill use. In the current study, the suggested design for landfills is a base liner and final cover system. In this suggested design, the final cover system allows for three scenarios. The first scenario considers an evapotranspiration soil cover (ET) (capillary barriers type), the second scenario is a modified cover design of “RCRA Subtitle D”, and the third scenario is a combination of the first and second scenarios. The HELP 3.95 D model was applied to the selected landfill sites in the governorate to check if there was any penetration of the leachate that might in future percolate from the landfill’s bottom barrier layer in arid areas. The results from the suggested landfill design showed that there was no leachate percolation from the bottom barrier layer using the second and third scenarios. For the first scenario, however, there was a small amount of leachate through the bottom barrier layer in the years 2013 and 2014.


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