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Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area

This study was inspired by the Klang Valley water crisis, for which bank infiltration (BI) is considered a potential solution. This paper presents a case study of the BI techniques, which evaluates the effects of groundwater pumping and BI operation on the installation of wells. This study also dete...

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Main Authors: Shamsuddin, Mohd Khairul Nizar, Suratman, Saim, Zakaria, Mohamad Pauzi, Aris, Ahmad Zaharin, Sulaiman, Wan Nor Azmin
Format: Article
Language:English
Published: Springer 2015
Online Access:http://psasir.upm.edu.my/id/eprint/46836/1/Using%20particle%20tracking%20as%20a%20tool%20sustainable%20bank%20infiltration%20techniques%2C%20a%20case%20study%20in%20an%20alluvial%20area.pdf
http://psasir.upm.edu.my/id/eprint/46836/
https://link.springer.com/article/10.1007/s12517-014-1315-0
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spelling my.upm.eprints.468362022-05-25T03:57:56Z http://psasir.upm.edu.my/id/eprint/46836/ Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area Shamsuddin, Mohd Khairul Nizar Suratman, Saim Zakaria, Mohamad Pauzi Aris, Ahmad Zaharin Sulaiman, Wan Nor Azmin This study was inspired by the Klang Valley water crisis, for which bank infiltration (BI) is considered a potential solution. This paper presents a case study of the BI techniques, which evaluates the effects of groundwater pumping and BI operation on the installation of wells. This study also determines the effect of pumping rate on flow paths, travel time, the size of the pumping and capture zone delineation, and groundwater mixing in a pumping well in Jenderam Hilir, Malaysia. The proposed method performs infiltration safely and achieves the ideal pumping rate. Numerical modeling packages, MODFLOW and MODPATH (particle tracking) were used. Results indicate that the migration of river water into the aquifer is generally slow and depends on the pumping rate and distance from well to the river. Most water arrives at the well by the end of a pumping period of 1 to 5 days at 3,072 m3/day for test wells DW1 and DW2, and during simultaneous pumping for DW2 and PW1 for a well located 36 and 18 m, respectively, from the river. During the 9.7-day pumping period, 33 % of the water pumped from the DW1 well was river water, and 38 % of the water pumped from DW2 throughout 4.6 days was river water. Springer 2015 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/46836/1/Using%20particle%20tracking%20as%20a%20tool%20sustainable%20bank%20infiltration%20techniques%2C%20a%20case%20study%20in%20an%20alluvial%20area.pdf Shamsuddin, Mohd Khairul Nizar and Suratman, Saim and Zakaria, Mohamad Pauzi and Aris, Ahmad Zaharin and Sulaiman, Wan Nor Azmin (2015) Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area. Arabian Journal of Geosciences, 8. pp. 1571-1590. ISSN 1866-7511; ESSN: 1866-7538 https://link.springer.com/article/10.1007/s12517-014-1315-0 10.1007/s12517-014-1315-0
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
language English
description This study was inspired by the Klang Valley water crisis, for which bank infiltration (BI) is considered a potential solution. This paper presents a case study of the BI techniques, which evaluates the effects of groundwater pumping and BI operation on the installation of wells. This study also determines the effect of pumping rate on flow paths, travel time, the size of the pumping and capture zone delineation, and groundwater mixing in a pumping well in Jenderam Hilir, Malaysia. The proposed method performs infiltration safely and achieves the ideal pumping rate. Numerical modeling packages, MODFLOW and MODPATH (particle tracking) were used. Results indicate that the migration of river water into the aquifer is generally slow and depends on the pumping rate and distance from well to the river. Most water arrives at the well by the end of a pumping period of 1 to 5 days at 3,072 m3/day for test wells DW1 and DW2, and during simultaneous pumping for DW2 and PW1 for a well located 36 and 18 m, respectively, from the river. During the 9.7-day pumping period, 33 % of the water pumped from the DW1 well was river water, and 38 % of the water pumped from DW2 throughout 4.6 days was river water.
format Article
author Shamsuddin, Mohd Khairul Nizar
Suratman, Saim
Zakaria, Mohamad Pauzi
Aris, Ahmad Zaharin
Sulaiman, Wan Nor Azmin
spellingShingle Shamsuddin, Mohd Khairul Nizar
Suratman, Saim
Zakaria, Mohamad Pauzi
Aris, Ahmad Zaharin
Sulaiman, Wan Nor Azmin
Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
author_facet Shamsuddin, Mohd Khairul Nizar
Suratman, Saim
Zakaria, Mohamad Pauzi
Aris, Ahmad Zaharin
Sulaiman, Wan Nor Azmin
author_sort Shamsuddin, Mohd Khairul Nizar
title Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
title_short Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
title_full Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
title_fullStr Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
title_full_unstemmed Using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
title_sort using particle tracking as a tool sustainable bank infiltration techniques: a case study in an alluvial area
publisher Springer
publishDate 2015
url http://psasir.upm.edu.my/id/eprint/46836/1/Using%20particle%20tracking%20as%20a%20tool%20sustainable%20bank%20infiltration%20techniques%2C%20a%20case%20study%20in%20an%20alluvial%20area.pdf
http://psasir.upm.edu.my/id/eprint/46836/
https://link.springer.com/article/10.1007/s12517-014-1315-0
_version_ 1734301569522860032
score 13.211869

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