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Study of Ground Water Recharge from Rainfall in Dhaka City

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Abstract (2. Language): 
Ground water is the first choice for the Dhaka city dwellers. Compare to the over exploitation of ground water, the renewable recharge to aquifer is negligible as the surface area is decreasing due to construction of infrastructure and concrete pavement. The average rate of water table declination is 2.5m/yr. Change in rainfall pattern due to climate change affects soil water meteorological balance. This paper presents the quantitative assessment results of rainwater supply to groundwater for the study area (Kaderabad Housing Area, Mohammadpur). Water balance meteorological chart (2014) for this study area shows total 432mm per year stored in the ground which results in moist soil surface between June to September (considered as rainy season in Bangladesh).
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REFERENCES

References: 

[1] Estimation of ground water recharge using soil moisture balance approach -C. P. Kumar
[2] Environmental and Social Impact Due to Urban Drainage Problems in Dhaka City, Bangladesh-Md. MasudAlom, Md. Zahid Husain Khan International Journal of Engineering and Advanced Technology (IJEAT) ISSN: 2249 – 8958, Volume-3 Issue-6, August 2014
[3] Estimation of Ground Water Recharge in Shankergarh block of Allahabad (India) using Remote Sensing and Statistical Approach.Kishan Singh Rawati, Anil Kumar Mishra,Georgepaul and Rakesh kumar.
[4] Groundwater recharge with recycled municipal wastewater: healthand regulatory considerations- T. Asano1 and J. Cotruvo,Dept. of Civil and Environmental Engin., Univ. of California at Davis, Davis CA 95616, USA.
[5] Assignments | Groundwater Hydrology-Libre, Oct29,2009
[6] http://www.bmd.gov.bd
[7] Assessment of Groundwater Recharge from Rainfall in the Plain of Cai Phan Rang, Vietnam. Chau Tran Vinh, Nguyen Minh Khuyen, Nguyen Hong Hieu, Doan Van Long, Nguyen Tien Bach and Trinh Thi Thu Van.Journal of Environmental Science and Engineering A 3 (2014) 141-149
[8] Estimation of Casper Aquifer Recharge using the Soil-Water Balance Model (July 3, 2008 )Prepared byWittman Hydro Planning Associates, Inc. Bloomington, Indiana

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