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Characterization and Laboratory-Scale Treatment of Municipal Drainage Wastewater of Khulna, Bangladesh

机译:孟加拉国库尔纳市市政排水废水的表征和实验室规模处理

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摘要

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 outiets into the Mayur River around Khulna. Laboratory testing shows the BOD_5 and COD concentration of wastewater samples varied from 57 - 226 mg/1 and 320 - 435 mg/1, respectively, and the total dissolved solids ranged from 1800 - 2525 mg/1. 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, BOD_5, COD and TDS were found to be in the range of 40-115 mg/1, 160 - 256 mg/1 and 1356 - 1500 mg/1, 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 BOD_5, COD TDS and TSS concentration of effluents was found to be 1.38 - 9.8 mg/1, 32 - 192 mg/1, 590 -1667 mg/1, and 35 - 95 mg/1 respectively, which satisfy ECR'97 standard limits for safe disposal into inland water bodies.
机译:进行该研究以表征和进行孟加拉国库尔纳市市政排水废水的实验室规模处理。从现有的三个城市排水渠的三个不同点收集废水样品,这些废水进入库尔纳市附近的马约尔河。实验室测试显示,废水样品的BOD_5和COD浓度分别为57-226 mg / 1和320-435 mg / 1,总溶解固体为1800-2525 mg / 1。因此,开发了实验室规模的处理技术来处理这种废水。所采用的处理技术是初次沉淀,然后进行曝气,化学沉淀和过滤。在处理后的废水中,BOD_5,COD和TDS分别在40-115 mg / 1、160-256 mg / 1和1356-1500 mg / 1范围内。这些测试结果表明,实验室规模的处理厂的性能不足以满足安全处理到地表水体中可接受的限值(ECR'97)。由于废水的质量较差,实验室规模的污水处理厂采用了活性污泥法,然后进行了颗粒介质过滤。最终废水的BOD_5,COD TDS和TSS浓度分别为1.38-9.8 mg / 1、32-192 mg / 1、590 -1667 mg / 1和35-95 mg / 1,满足ECR'97。安全处置进入内陆水体的标准限值。

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