Proceedings of the First International Conference on Advanced Scientific Innovation in Science, Engineering and Technology, ICASISET 2020, 16-17 May 2020, Chennai, India

Research Article

Investigation and Characterization of Soil for River Bank Filtration System

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  • @INPROCEEDINGS{10.4108/eai.16-5-2020.2304100,
        author={H Vijaya Kumar and Nagaraj S Patil and Sanjeev  Sangami},
        title={Investigation and Characterization of Soil for River Bank Filtration System},
        proceedings={Proceedings of the First  International Conference on Advanced Scientific Innovation in Science, Engineering and Technology, ICASISET 2020, 16-17 May 2020, Chennai, India},
        publisher={EAI},
        proceedings_a={ICASISET},
        year={2021},
        month={1},
        keywords={river bank filtration soil texture porosity permeability},
        doi={10.4108/eai.16-5-2020.2304100}
    }
    
  • H Vijaya Kumar
    Nagaraj S Patil
    Sanjeev Sangami
    Year: 2021
    Investigation and Characterization of Soil for River Bank Filtration System
    ICASISET
    EAI
    DOI: 10.4108/eai.16-5-2020.2304100
H Vijaya Kumar1,*, Nagaraj S Patil2, Sanjeev Sangami3
  • 1: Civil Engineering Department, UBDTCE, Davanagere, India
  • 2: Civil Engineering Department, VTU, Belagavi, India
  • 3: Civil Engineering Department, JCE, Belagavi, India
*Contact email: vijaykumarhhalli@gmail.com

Abstract

Soil study has been done to check soil suitability for River Bank Filtration (RBF). A Somlapura village on the bank of Tungabhadra River is selected as study site. In study site 3 different soil samples were collected from 3 different locations to understand the characteristics of soils at a river bank (i.e. Soil texture and permeability). The report of grain size analysis of these 3 samples showed that the soil consists of gravel and sand, which are porous in nature. The permeability test results of soil samples 1, 2, and 3are 1.16×10-3cm/sec, 7.67×10-3cm/sec, and 3.87×10-3cm/sec respectively. The maximum permeability of soil sample 2 at site 1 is 7.67×10-3 cm/sec. The soil which has the maxi-mum permeability is more likely to be suitable for the River Bank Filtration application.