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Feasibility Study of Rainwater harvesting As a Saving Option of Ground water

Romana Saila, Mustafa Tanveer Hasan

Abstract


For the work purpose, Mirpur DOHS has been selected as case study area. We collected rainfall data and community water demand data for the analysis. Our main focus is to save groundwater and use rainwater from harvesting. After analysis we have got Annual average rainfall is 6.47 m. Annual rainfall volume is 1310626 m3. Total Annual water demand in the area from 25 liter/sec extraction in a day is 2365200 m3. Total annual water saving can be made up to 55%. Monthly % savings have been also shown in the table in the data analysis section. Annual Water cost from demand at a rate of 11.02 Tk per 1000 L water is 26064504 BDT. Net Cost savings from rainfall harvesting is 11621402 BDT which is 44% of the total water demand cost. Net cost savings will not be achieved fully as there will be some treatment cost for rainwater. Maximum rainfall over the past 11years in a single day is 448 mm. So, maximum rainfall volume in a single day from per roof is 70 m3. Underground reservoir capacity in a building at Mirpur DOHS is 32' x 14' x 11' that means 139 m3 in volume. So, harvesting rainwater can be easily accommodated in the underground reservoir using a primary treatment option like filtration.


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References


Thomas, T. (1998). Domestic water supply using rainwater harvesting. Building Research andInformation, 26(2), 94-101.

Chowdhury, I. and Sultana, F. (2012). Rainwater Harvesting for DomesticConsumption in Bangladesh. Journal of Biourbanism(JBU) II (2012) 2, 87-98.

Arun Kumar Dwivedi and Sudhir Singh Bhadauria (2009). Domestic Rooftop Water Harvesting- A Case Study. ARPN Journal of Engineering and Applied Sciences,v. 4, no. 6, 1819-6608.

Bangladesh Water Development Board. Government agency responsible for Surface water and Ground water management in Bangladesh.

Mirpur DOHS Parishod. http://www.mirpurdohs.net.bd/

Dhaka Water Supply and Sewerage Authority. https://dwasa.org.bd/


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