Lahore is the provincial capital of Punjab and second biggest city of Pakistan with respect to the population. Average annual population growth of Lahore is 4.14% from 1998-2018, which is much higher than the average population growth rate of Pakistan which is 2.4%. According to investigations average annual groundwater depletion rate of Lahore is 1.07 m/year. As with the growth of population new housing societies are being built to accommodate the burgeoning population. These societies enhance impermeable areas, moreover, pump huge amount of groundwater from the underground water source. There should be sustainability in water pumping and water recharging. Past studies show that groundwater exploitation in Lahore is not sustainable as abstraction rates are higher as compared to groundwater recharge rates. Therefore it is necessary of find out alternative means to recharge the groundwater aquifer of Lahore. There is a need to investigate the role of infiltration galleries to accelerate the groundwater recharge. In order to complete the research, temporal distribution was plotted on ArcMap. HEC-HMS was used for the calculation of discharges which were verified with analytical methods. Groundwater model prepared on Visual MODFLOW was calibrated and validated. The results indicate that due to groundwater overexploitation water levels continue to decrease with the passage of time. The average simulated water table decline is 1.1 meter per year in the study area. So in order to overcome this crisis, infiltration galleries were proposed and designed in the study area. It was seen that these infiltration galleries allow recharging the groundwater at better rate. As the model results showed that depletion rate of groundwater reduces and the groundwater level is about 0.3m higher when there are infiltration galleries. The study proposes that the Infiltration Galleries have a potential to recharge the groundwater at good rate, therefore its installation must be preferred according to the groundwater hydrological balance in the region.
| Published in | American Journal of Water Science and Engineering (Volume 7, Issue 1) |
| DOI | 10.11648/j.ajwse.20210701.12 |
| Page(s) | 14-23 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2021. Published by Science Publishing Group |
Aquifer, Hydrological Balance, Infiltration Galleries, Depletion Rate, Recharging
| [1] | Anna Petit Boix, Eva Sevigne-I., Lorena A. R. Gutierrez, Ademir P. Barbassa, Alejandro J., Xavier Gabarrell, 2015. Environmental and economic assessment of a pilot stormwater infiltration system for flood prevention in Brazil, pp. 194-201. |
| [2] | Bhagu Ram Chahar, Didier Graillot, Shishir Gaur (2012), Storm-water management through Infiltration trenches, Journal of Irrigation and Drainage Engineering, American Society of Civil Engineers, pp. 274-281. |
| [3] | Census 2017, Pakistan Bureau of Statistics. http://www.pbs.gov.pk, assessed on 10-10-18. |
| [4] | Department of Ecology, State of Washington, Stormwater Management Manual for Western Washington, 2012, Volume III, pp. 3-96. |
| [5] | Elise Bekele, Simon Toze, Bradley Patterson, Wolfgang Fegg, Mark Shackleton, 2014. Evaluating two infiltration gallery designs for managed aquifer recharge using secondary treated wastewater, Journal of Environment Management, pp. 115-120. |
| [6] | IDEQ (2005), Idaho Department of Environmental, Storm Water Best Management Practices Catalog. |
| [7] | Khubaib Irshad, 2018. Analysis of Ground Water Depletion and its Impact on Water Quality in Lahore, MSc. Thesis UET Lahore, pp. 71. |
| [8] | Laura Toran, Catherine Jedrzejczyk, 2017. Water Level Monitoring to Assess the Effectiveness of Stormwater Infiltration Trenches, Environmental & Engineering Geoscience, Vol. XXIII, No. 2, pp. 113–123. |
| [9] | LDA (2019), LDA Building and Zoning Regulations, Lahore Development Authority, pp 42. |
| [10] | L. Yesodha, T. Meenambal, KR. Manikandan, 2015. Design of Storm Water Drainage System to Enhance Groundwater Level – A Case Study on Hosur Inner Ring Road (IRR), Bonfring International Journal of Industrial Engineering and Management Science, Vol. 5, pp. 194-201. pp. 100-110. |
| [11] | Melo de Anjos Tenório dos Tássia et al., 2016. Infiltration trench as compensatory technique for urban stormwater management, pp. 53-72. |
| [12] | More Avinash Arjun, (2012). Analysis of Flow through Infiltration Gallery, Department of Civil Engineering, Indian Institute of Technology Roorkee-247667, India, pp. 66. |
| [13] | Muhammad Afzal, 2013. Groundwater Modeling of Lahore using MODFLOW, MSc Thesis UET Lahore, pp. 114. |
| [14] | M. K. Daud, Muhammad Nafees, Shafaqat Ali, Muhammad Rizwan, Raees Ahmad Bajwa, Muhammad Bilal Shakoor, Muhammad Umair Arshad, Shahzad Ali Shahid Chatha, Farah Deeba, Waheed Murad, Ijaz Malook, and Shui Jin Zhu, 2017. Drinking Water Quality Status and Contamination in Pakistan. Hindawi BioMed Research International Volume 2017, Article ID 7908183, 18 pages. |
| [15] | S. A. Lucas and P. J. Coombes 2009, The Performance of Infiltration Trenches Constructed to Manage Stormwater Runoff from an Existing Urbanised Catchment, 32nd Hydrology and Water Resources Symposium, Newcastle Australia. |
| [16] | S. Kanwal, H. F. Gabriel, K. Mahmood, R. Ali, A. Haidar, T. Tehseen, 2015. Lahore's Groundwater Depletion-A Review of the Aquifer Susceptibility to Degradation and its Consequences, pp 26-38. |
| [17] | S. T. Wahab, R. Mamtaz, M. M. Islam., 2016. Applicability of water sensitive Urban Design (WSUD) in Dhaka city, Proceedings of the 3rd International Conference on Civil Engineering for Sustainable Development, KUET, Bangladesh, pp. 24-33. |
| [18] | US Army Corps of Engineers, Hydrological Modeling System HEC-HMS, Quick Start Guide, July 2015. |
| [19] | Victor M. Heilweil, Jerome Benoit, Richard W. Healy, 2015. Variably saturated groundwater modeling for optimizing managed aquifer recharge using trench infiltration, pp. 3010-3019. |
APA Style
Muhammad Fahim Aslam, Habib-ur-Rehman, Noor Muhammad Khan. (2021). Assessing the Role of Infiltration Galleries to Enhance Groundwater Recharge in Model Town Lahore. American Journal of Water Science and Engineering, 7(1), 14-23. https://doi.org/10.11648/j.ajwse.20210701.12
ACS Style
Muhammad Fahim Aslam; Habib-ur-Rehman; Noor Muhammad Khan. Assessing the Role of Infiltration Galleries to Enhance Groundwater Recharge in Model Town Lahore. Am. J. Water Sci. Eng. 2021, 7(1), 14-23. doi: 10.11648/j.ajwse.20210701.12
AMA Style
Muhammad Fahim Aslam, Habib-ur-Rehman, Noor Muhammad Khan. Assessing the Role of Infiltration Galleries to Enhance Groundwater Recharge in Model Town Lahore. Am J Water Sci Eng. 2021;7(1):14-23. doi: 10.11648/j.ajwse.20210701.12
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author = {Muhammad Fahim Aslam and Habib-ur-Rehman and Noor Muhammad Khan},
title = {Assessing the Role of Infiltration Galleries to Enhance Groundwater Recharge in Model Town Lahore},
journal = {American Journal of Water Science and Engineering},
volume = {7},
number = {1},
pages = {14-23},
doi = {10.11648/j.ajwse.20210701.12},
url = {https://doi.org/10.11648/j.ajwse.20210701.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajwse.20210701.12},
abstract = {Lahore is the provincial capital of Punjab and second biggest city of Pakistan with respect to the population. Average annual population growth of Lahore is 4.14% from 1998-2018, which is much higher than the average population growth rate of Pakistan which is 2.4%. According to investigations average annual groundwater depletion rate of Lahore is 1.07 m/year. As with the growth of population new housing societies are being built to accommodate the burgeoning population. These societies enhance impermeable areas, moreover, pump huge amount of groundwater from the underground water source. There should be sustainability in water pumping and water recharging. Past studies show that groundwater exploitation in Lahore is not sustainable as abstraction rates are higher as compared to groundwater recharge rates. Therefore it is necessary of find out alternative means to recharge the groundwater aquifer of Lahore. There is a need to investigate the role of infiltration galleries to accelerate the groundwater recharge. In order to complete the research, temporal distribution was plotted on ArcMap. HEC-HMS was used for the calculation of discharges which were verified with analytical methods. Groundwater model prepared on Visual MODFLOW was calibrated and validated. The results indicate that due to groundwater overexploitation water levels continue to decrease with the passage of time. The average simulated water table decline is 1.1 meter per year in the study area. So in order to overcome this crisis, infiltration galleries were proposed and designed in the study area. It was seen that these infiltration galleries allow recharging the groundwater at better rate. As the model results showed that depletion rate of groundwater reduces and the groundwater level is about 0.3m higher when there are infiltration galleries. The study proposes that the Infiltration Galleries have a potential to recharge the groundwater at good rate, therefore its installation must be preferred according to the groundwater hydrological balance in the region.},
year = {2021}
}
TY - JOUR T1 - Assessing the Role of Infiltration Galleries to Enhance Groundwater Recharge in Model Town Lahore AU - Muhammad Fahim Aslam AU - Habib-ur-Rehman AU - Noor Muhammad Khan Y1 - 2021/03/12 PY - 2021 N1 - https://doi.org/10.11648/j.ajwse.20210701.12 DO - 10.11648/j.ajwse.20210701.12 T2 - American Journal of Water Science and Engineering JF - American Journal of Water Science and Engineering JO - American Journal of Water Science and Engineering SP - 14 EP - 23 PB - Science Publishing Group SN - 2575-1875 UR - https://doi.org/10.11648/j.ajwse.20210701.12 AB - Lahore is the provincial capital of Punjab and second biggest city of Pakistan with respect to the population. Average annual population growth of Lahore is 4.14% from 1998-2018, which is much higher than the average population growth rate of Pakistan which is 2.4%. According to investigations average annual groundwater depletion rate of Lahore is 1.07 m/year. As with the growth of population new housing societies are being built to accommodate the burgeoning population. These societies enhance impermeable areas, moreover, pump huge amount of groundwater from the underground water source. There should be sustainability in water pumping and water recharging. Past studies show that groundwater exploitation in Lahore is not sustainable as abstraction rates are higher as compared to groundwater recharge rates. Therefore it is necessary of find out alternative means to recharge the groundwater aquifer of Lahore. There is a need to investigate the role of infiltration galleries to accelerate the groundwater recharge. In order to complete the research, temporal distribution was plotted on ArcMap. HEC-HMS was used for the calculation of discharges which were verified with analytical methods. Groundwater model prepared on Visual MODFLOW was calibrated and validated. The results indicate that due to groundwater overexploitation water levels continue to decrease with the passage of time. The average simulated water table decline is 1.1 meter per year in the study area. So in order to overcome this crisis, infiltration galleries were proposed and designed in the study area. It was seen that these infiltration galleries allow recharging the groundwater at better rate. As the model results showed that depletion rate of groundwater reduces and the groundwater level is about 0.3m higher when there are infiltration galleries. The study proposes that the Infiltration Galleries have a potential to recharge the groundwater at good rate, therefore its installation must be preferred according to the groundwater hydrological balance in the region. VL - 7 IS - 1 ER -
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