PRELIMINARY STUDY ON OXYGEN TRANSFER FOR LEACHATE WASTEWATER TREATMENT

Iva Yenis Septiariva, Sapta Suhardono, Mega Mutiara Sari, I Wayan Koko Suryawan
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Abstract

Leachate is one of the results of the waste degradation process that can pollute the environment. Leachate is usually treated by biological processes, including aerobic processes that require sufficient oxygen. Oxygen transfer by aeration process is one way to consider gas transfer coefficient (KLa). This study aims to determine the gas KLa kinetics in leachate. This study used a chemical oxygen demand (COD) concentration limit of 100 mg/L. The oxygen flow rates used in this study were 1 L/minute and 1.5 L/minute. The main parameter measured in this study is dissolved oxygen (DO) which is measured by a DO meter every minute. The final DO in this study can be as high as 4 to 6 mg/L. The KLa values in this study show values at the flow of 1 and 1.5 L/min, respectively 0.0095/min and 0.017/min. These results also show that the detention time required for 1 and 1.5 L/min flow rates is 1.75 hours and 0.96 hours. This indicates that the greater the flow rate is given to the oxygen transfer process, the greater the flow rate the KLa value will increase. This will also affect the volume required for the oxygen transfer process. In addition, further research is needed with more diverse variations to further determine the appropriate detention time in leachate processing.
渗滤液废水氧转移处理的初步研究
渗滤液是垃圾降解过程中产生的污染环境的产物之一。渗滤液通常通过生物过程处理,包括需要足够氧气的好氧过程。曝气过程中的氧传递是考虑气体传递系数(KLa)的一种方法。本研究旨在确定渗滤液中气体KLa的动力学。本研究采用化学需氧量(COD)浓度限值为100 mg/L。本研究使用的氧流量分别为1l /min和1.5 L/min。本研究测量的主要参数是溶解氧(DO),由溶解氧计每分钟测量一次。在这项研究中,最终的DO可高达4至6毫克/升。本研究的KLa值为1和1.5 L/min时的值,分别为0.0095/min和0.017/min。结果还表明,1和1.5 L/min流速下所需滞留时间分别为1.75 h和0.96 h。这表明氧传递过程的流量越大,KLa值的增加也越大。这也会影响氧气传递过程所需的体积。此外,需要进一步研究更多不同的变化,以进一步确定处理渗滤液的适当滞留时间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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