Groundwater analysis for unconfined and clayey layer by using response surface methodology

Groundwater as a source of water stored in aquifers plays an important role in domestic use. However, excessive and uncontrolled water pump activities have side effects such as soil deposition and groundwater reduction. Therefore, Response Surface Methodology (RSM) is an alternative method to optimi...

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Main Authors: Musa, Sabariah, Ng, Le Bin, Abduh Algheethi, Adel Ali Saeed, Zakaria, Nor Azazi, Lau, Tze Liang
Format: Article
Language:English
Published: Penerbit Akademia Baru 2020
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Online Access:http://eprints.uthm.edu.my/6310/1/AJ%202020%20%28270%29.pdf
http://eprints.uthm.edu.my/6310/
https://doi.org/10.37934/arfmts.69.2.168176
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spelling my.uthm.eprints.63102022-01-30T02:08:38Z http://eprints.uthm.edu.my/6310/ Groundwater analysis for unconfined and clayey layer by using response surface methodology Musa, Sabariah Ng, Le Bin Abduh Algheethi, Adel Ali Saeed Zakaria, Nor Azazi Lau, Tze Liang T Technology (General) TP785-869 Clay industries. Ceramics. Glass Groundwater as a source of water stored in aquifers plays an important role in domestic use. However, excessive and uncontrolled water pump activities have side effects such as soil deposition and groundwater reduction. Therefore, Response Surface Methodology (RSM) is an alternative method to optimize the time and quantity of groundwater pumps based on other wells water level changes. The analysis using Design Expert version 10 involves changing the water level at the main wells R1 and R5 with the monitoring of other wells at R2, R3, and R4 within 245 minutes with 48 samples. Based on 4 hours of pump test in different wells, it shows that groundwater production rates indirectly affect pump power factor, water level change, wells location, pump time, and infiltration of soil. R1 (1 hp) has a groundwater rate of 28.65 m3/day, while R5 (2 hp) with 103.63 m3/day. The selection of ANOVA Design-Expert model suitable for R1.R2, R3, R4 and R5 has been evaluated and shows that optimum time is 116.24 minutes (1 hour 55 minutes) for case 1 and 117.48 minutes (1-hour 57 minute) for case 2. In conclusion, this study provides best and suitable pumping time towards the water balance of groundwater. Hence, the reaction from environment and the influences of other factors play an important role in ensuring the continuous water supplement of groundwater. Penerbit Akademia Baru 2020 Article PeerReviewed text en http://eprints.uthm.edu.my/6310/1/AJ%202020%20%28270%29.pdf Musa, Sabariah and Ng, Le Bin and Abduh Algheethi, Adel Ali Saeed and Zakaria, Nor Azazi and Lau, Tze Liang (2020) Groundwater analysis for unconfined and clayey layer by using response surface methodology. Journal of Advanced Research in Fluid Mechanics and Thermal Sciences, 69 (2). pp. 168-176. ISSN 2289-7879 https://doi.org/10.37934/arfmts.69.2.168176
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
TP785-869 Clay industries. Ceramics. Glass
spellingShingle T Technology (General)
TP785-869 Clay industries. Ceramics. Glass
Musa, Sabariah
Ng, Le Bin
Abduh Algheethi, Adel Ali Saeed
Zakaria, Nor Azazi
Lau, Tze Liang
Groundwater analysis for unconfined and clayey layer by using response surface methodology
description Groundwater as a source of water stored in aquifers plays an important role in domestic use. However, excessive and uncontrolled water pump activities have side effects such as soil deposition and groundwater reduction. Therefore, Response Surface Methodology (RSM) is an alternative method to optimize the time and quantity of groundwater pumps based on other wells water level changes. The analysis using Design Expert version 10 involves changing the water level at the main wells R1 and R5 with the monitoring of other wells at R2, R3, and R4 within 245 minutes with 48 samples. Based on 4 hours of pump test in different wells, it shows that groundwater production rates indirectly affect pump power factor, water level change, wells location, pump time, and infiltration of soil. R1 (1 hp) has a groundwater rate of 28.65 m3/day, while R5 (2 hp) with 103.63 m3/day. The selection of ANOVA Design-Expert model suitable for R1.R2, R3, R4 and R5 has been evaluated and shows that optimum time is 116.24 minutes (1 hour 55 minutes) for case 1 and 117.48 minutes (1-hour 57 minute) for case 2. In conclusion, this study provides best and suitable pumping time towards the water balance of groundwater. Hence, the reaction from environment and the influences of other factors play an important role in ensuring the continuous water supplement of groundwater.
format Article
author Musa, Sabariah
Ng, Le Bin
Abduh Algheethi, Adel Ali Saeed
Zakaria, Nor Azazi
Lau, Tze Liang
author_facet Musa, Sabariah
Ng, Le Bin
Abduh Algheethi, Adel Ali Saeed
Zakaria, Nor Azazi
Lau, Tze Liang
author_sort Musa, Sabariah
title Groundwater analysis for unconfined and clayey layer by using response surface methodology
title_short Groundwater analysis for unconfined and clayey layer by using response surface methodology
title_full Groundwater analysis for unconfined and clayey layer by using response surface methodology
title_fullStr Groundwater analysis for unconfined and clayey layer by using response surface methodology
title_full_unstemmed Groundwater analysis for unconfined and clayey layer by using response surface methodology
title_sort groundwater analysis for unconfined and clayey layer by using response surface methodology
publisher Penerbit Akademia Baru
publishDate 2020
url http://eprints.uthm.edu.my/6310/1/AJ%202020%20%28270%29.pdf
http://eprints.uthm.edu.my/6310/
https://doi.org/10.37934/arfmts.69.2.168176
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score 13.211869