Effect of Aluminium Chlorohidrate (ACH) and Polydadmac Comparison on Coagulation and Floculation Processes in Cengkareng Drain River Water Treatment

Authors

  • Hendro Darmi Universitas Pamulang
  • Sugiyanto Sugiyanto Universitas Pamulang

Abstract

This study was conducted to determine the effect of the concentration ratio of Aluminium Chlorohidrate (ACH) and Polydadmac coagulants on the coagulation and flocculation process in river water treatment. The raw water used was raw water that is processed by PT XYZ Taman Kota WTP, namely Cengkareng Drain river water. Cengkareng Drain River has unstable water quality due to pollution from factory and household discharges that interfere with the water purification process, the floc formed becomes light and does not settle. One way to overcome this problem is the use of additional coagulants. This research used descriptive methods by conducting various measurements and experiments, both in the field and in the laboratory. The experiment conducted was Jar test, with floc testers. The variables used were variations in the concentration of ACH and polydadmac. The resulting jar test water was tested for turbidity and pH. This research began with sampling raw water, then 1000 mL was entered into each glass of the floc testers tool. The flocculation process was carried out with a stirring speed of 200 rpm for 2 minutes. It was followed by the coagulation process with a stirring speed of 40 rpm for 18 minutes. The process continued with sedimentation for 10 minutes. The optimum dose obtained was the combination of ACH 11 ppm and polydadmac 0.6 ppm with a turbidity value of 1,49 NTU or with a removal efficiency value of 93,66 % and a pH value of 7,19.

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Published

2023-12-13