Improving the Dewaterability of a Filter Press through Optimization of the Coagulation Conditions of Sewage Sludge

Hyoyoung Choi, Junghyeon Kim, Sujin Lee, I. Byun
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Abstract

This study applied a filter press for dewatering that uses pressure to reduce the water content of sludge generated in sewage treatment plants and evaluated the improvement of dewaterability under various coagulation conditions according to the type of coagulants, amounts, and pH conditions. The improvement of dewaterability was evaluated by measurement of time to filter (TTF), change in zeta potential, and sludge cake generated after filter press dewatering. It was found that under the applied coagulation conditions, inorganic coagulants were suitable for filter press dewatering. The optimum conditions were PAC with a dose of 70 mg/gTS, pH 10 for mixed sludge, and PAC with a dose of 100 mg/gTS, pH 6 for anaerobically digested sludge. Under optimal coagulation conditions, the water content of the sludge cake was 57% and 65%, respectively, marking a reduction by 19-27% compared to conventional centrifuge dewatering.
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通过优化污泥混凝条件提高压滤机的脱水性能
本研究采用压滤机进行脱水,利用压力降低污水处理厂产生的污泥的含水量,并根据混凝剂的种类、用量、pH值等条件,评价不同混凝条件下污泥脱水性能的改善情况。通过测定过滤时间(TTF)、zeta电位变化和压滤机脱水后产生的泥饼来评价脱水性的改善。在应用混凝条件下,无机混凝剂适用于压滤机脱水。最佳工艺条件为混合污泥PAC投加量为70 mg/gTS, pH为10,厌氧消化污泥PAC投加量为100 mg/gTS, pH为6。在最优混凝条件下,污泥饼含水率分别为57%和65%,比常规离心脱水降低19-27%。
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