Author(s)

Md Rasel Sheikh¹, Md Saiful Islam²

¹Department of Disaster Resilience and Engineering, Patuakhali Science and Technology University, Patuakhali, Bangladesh.
²Department of Civil Engineering, Khulna University of Engineering and Technology, Khulna, Bangladesh.

The study was conducted to characterize and perform laboratory-scale treatment of municipal drainage wastewater of Khulna, Bangladesh. Wastewater samples were collected from three different points of existing urban drain outlets into the Mayur River around Khulna. Laboratory testing shows the BOD₅ and COD concentration of wastewater samples varied from 57 - 226 mg/l and 320 - 435 mg/l, respectively, and the total dissolved solids ranged from 1800 - 2525 mg/l. Therefore, a laboratory-scale treatment technology was developed to treat this wastewater. Treatment technologies adopted were primary sedimentation, followed by aeration, chemical precipitation and filtration. In treated wastewater, BOD₅, COD and TDS were found to be in the range of 40 - 115 mg/l, 160 - 256 mg/l and 1356 - 1500 mg/l, respectively. These test results suggest that the performance of laboratory-scale treatment plant was not adequate to fulfil the acceptable limit (ECR’97) for safe disposal into surface water bodies. Due to poor quality of effluents, modification of laboratory-scale treatment plant was made by an activated sludge process followed by granular media filtration. The final BOD₅, COD TDS and TSS concentration of effluents was found to be 1.38 - 9.8 mg/l, 32 - 192 mg/l, 590 - 1667 mg/l, and 35 - 95 mg/l respectively, which satisfy ECR’97 standard limits for safe disposal into inland water bodies.

Drainage Wastewater, Laboratory-Scale Treatment, Activated Sludge Process, Granular Filter Media, Effluents

Sheikh, M. and Islam, M. (2018) Characterization and Laboratory-Scale Treatment of Municipal Drainage Wastewater of Khulna, Bangladesh. Journal of Water Resource and Protection, 10, 979-993. doi: 10.4236/jwarp.2018.1010057.