多盘曝气器作为反渗透膜预处理工艺对 Sungai Itik 村原水利用的影响

Edo Septiansyah, R. Purnaini, M. M. Danial
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摘要

Sungai Itik 村及其附近地区的居民使用河水满足日常需求,如农业灌溉、鱼塘、洗衣、沐浴等。河水的铁(Fe)含量为 2.64 mg/L,总溶解氧(TDS)为 347 mg/L,溶解氧(DO)为 4.7 mg/L,温度为 29°C,pH 值为 5.4。铁(Fe)含量超过了 PerMenKes 2017 年第 32 号规定的标准,需要使用多盘曝气器进行处理。本研究旨在确定处理 Sungai Itik 原水的有效距离和托盘数量,了解曝气过程中的气体传输系数(KLa),并找到最佳曝气时间。这项研究采用了由 5 个托盘组成的多托盘曝气器,托盘间距分别为 30 厘米、40 厘米、50 厘米和 60 厘米。每种处理方法重复三次,包括不使用砾石和使用砾石。研究结果表明,使用 5 个托盘,托盘间距为 60 厘米,使用砾石处理的铁含量降低效果最好,铁含量降低了 6.64%,从平均值 1.51 毫克/升降至 1.41 毫克/升。平均 pH 值为 6.19,TDS 为 890 毫克/升。氧转移率(KLa)最高的托盘距离为 60 厘米,平均为 0.2857/分钟,最佳曝气时间为 10 分钟。
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Effectivity Of Multi Tray Aerator As Pretreatment Process For Reverse Osmosis Membrane To Utilized As Raw Water At Sungai Itik Village
The community in Sungai Itik Village and its vicinity use river water for their daily needs, such as irrigation for agriculture, fish ponds, washing, bathing, and more. The quality of the river water has an iron (Fe) content of 2,64 mg/L, Total Dissolved Oxygen (TDS) of 347 mg/L, Dissolved Oxygen (DO) of 4,7 mg/L, a temperature of 29°C, and a pH of 5,4. The iron (Fe) content exceeds the standards set by PerMenKes No. 32 of 2017, requiring treatment using a multiple-tray aerator. This study aimed to determine the effective distance and number of trays in treating Sungai Itik's raw water, understand the coefficient of gas transfer (KLa) in the aeration process, and find the optimum aeration time. This study employed a multiple-tray aerator consisting of 5 trays with variations in the tray distances at 30 cm, 40 cm, 50 cm, and 60 cm. Three repetitions were performed for each treatment, both without gravel and with gravel. The results of this study showed that the best reduction in Fe content was achieved by the treatment with gravel at a tray distance of 60 cm using 5 trays, resulting in a 6,64% reduction in Fe from an average value of 1,51 mg/L to 1,41 mg/L. The average pH value was 6,19, and the TDS was 890 mg/L. The highest oxygen transfer rate (KLa) was obtained at a tray distance of 60 cm with gravel, averaging 0,2857/minute, and the optimum aeration time was 10 minutes.
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