Loading…
A study on the soil characteristic and properties of riverbank soil samples from Sungai Perak, Kota Lama Kiri, Kuala Kangsar, Malaysia
Riverbank filtration (RBF) technology is new in Malaysia and only a few efforts have been made to understand the RBF mechanisms and processes. Soil characteristics and properties play important roles in determining the suitability of the site for the RBF application. A research has been carried out...
Saved in:
Published in: | IOP conference series. Materials Science and Engineering 2016-06, Vol.133 (1), p.12003 |
---|---|
Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Summary: | Riverbank filtration (RBF) technology is new in Malaysia and only a few efforts have been made to understand the RBF mechanisms and processes. Soil characteristics and properties play important roles in determining the suitability of the site for the RBF application. A research has been carried out in Kota Lama Kiri, Kuala Kangsar, Perak, Malaysia to identify the characteristics of the riverbank soil for different layers of the pumping well (PW) and three adjacent monitoring wells namely MW2, MW3, and MW5. Particle size distributions and hydraulic conductivities of the soils were obtained from sieve analyses and constant head permeability tests. The subsurface soils of the study site consisted of medium sand, fine sand, coarse sand and gravel but them medium sand was highest in percentage over the other types of soil. The aquifer extended down to 8 m. The highest hydraulic conductivity value for the PW was 0.91 cm s and obtained for sample taken from 6 m deep. The highest hydraulic conductivity value for the monitoring wells was 5.03 cm s and obtained for sample taken from 2.20 to 3.20 m of MW5. The overall well production capacity determined from the pumping test was 112.10 m3 hr. |
---|---|
ISSN: | 1757-8981 1757-899X |
DOI: | 10.1088/1757-899X/133/1/012003 |