Volumetric Assessment of Leachate from Solid Waste Using 2D and 3D Electrical Resistivity Imaging

2013 ◽  
Vol 726-731 ◽  
pp. 3014-3022 ◽  
Author(s):  
Abdullahi Abdulrahman ◽  
Mohd Nordin Mohd Nawawi ◽  
Rosli Saad ◽  
Kola Abdul Nafiu Adiat

This paper presents an approach to estimate volume of leachate from municipal solid waste using 2D and 3D electrical resistivity imaging. This process is a deviation from Water Balance Method (WBM) that is commonly used for leachate quantification at landfill sites. While the WBM emphasis is on generating rate, this geophysical approach estimates the in-situ total quantity of leachate. Five 100m profiles were used to generate five 2D inverted pseudo-sections and a 3D inverted section using RES2DINV and RES3DINV programs respectively. The resistivity of inverted pseudo-sections clearly delineated the contaminant leachate plume (ρ < 5 Ωm), which facilitated its volume estimation. The effective porosity values of clay (0.15) and sand/gravel (0.28) deduced from lithology logs were used in calculating the imaged volume of the leachate. To confirm the measured resistivity variation in the saturated subsurface around the dumpsite, in-situ electrical conductivity values of 1782 μS/cm and 4521 μS/cm were determined for uncontaminated and contaminated zones respectively. A total leachate volume of 2.21 x 103 was estimated for the 1600 survey area.

2020 ◽  
Vol 53 (2C) ◽  
pp. 134-144
Author(s):  
Zaidoon Abdulrazzaq

The 2D electrical resistivity imaging survey was implemented in the area located within the University of Anbar, using a dipole-dipole array to detect the gypsum soil layer. This survey was done along seven analogous 2D lines adjacency in E-W direction, then the data of all 2D lines were merged to produce 3D resistivity imaging models. Laboratory tests of three soil samples in the survey area were analyzed and correlated with data obtained from 2D imaging to determine gypsum content in the soil. Our results of 2D and 3D imaging models show that the gypsum soil layer thickness is 2.53 m approximately, and it is characterized by high differences in the resistivity values in the range of 50 to more than 400 Ωm. This difference is generally caused by high inhomogeneities in the hardness of soil components, while the test results show the gypsum content in the samples equal to 213, 232, and 211 g/kg respectively, and it is indicative of that the soil consists of a high content of gypsum. The correlation between these results is indicative of the area is unstable and can be led to a differential settlement that causes cracks and collapses of the constructions.


2011 ◽  
Vol 9 (5) ◽  
pp. 469-482 ◽  
Author(s):  
Vanessa Nenna ◽  
Adam Pidlisecky ◽  
Rosemary Knight

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