Subari Fuzieah, S. Abdullah, Hassimi Abu Hasan, Norliza Abd. Rahman
{"title":"Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir","authors":"Subari Fuzieah, S. Abdullah, Hassimi Abu Hasan, Norliza Abd. Rahman","doi":"10.17576/MJAS-2018-2202-22","DOIUrl":null,"url":null,"abstract":"Drinking water treatment through biological process is commonly applied in developed countries, but not yet in developing countries such as Malaysia. The non-existence of biological treatment has urged drinking water treatment plant operator in Malaysia to shut down the plants whenever there are ammonia contaminations. This is to avoid the formation of disinfection byproducts (DBPs), which are toxic and carcinogenic, when ammonia reacts with chlorine as the disinfectant. The study aims to develop a biological drinking water treatment for to remove ammonia in a biological sand filter column. The derived biofilm, a mixed bacterial consortium is naturally cultured from surface lake water, hence eliminating the potential of pathogenic microorganism occurrence, which is not suitable for drinking water application. The biofilm was inoculated in the batch down flow column consisting of heterogeneous fine sand with diameter of 1.2 mm (top layer) and 6.7 mm (bottom layer). The study was conducted by varying the flowrate (0.09, 0.13, and 0.18 m/h) and hydraulic retention time (HRT) (5 and 24 hours). The water sample was taken at different depths of 0.05 m (SP4), 0.1 m (SP3) and 0.2 m (SP2) from the column base for the ammonia analysis. Significant reduction of ammonia with 96-98% was observed at 0.09 m/h and 24 hours and the final treated effluent had complied with the stringent regulation stipulated by the Malaysia, Ministry of Health that is lower than 1.5 mg/L.","PeriodicalId":22844,"journal":{"name":"The Malaysian Journal of Analytical Sciences","volume":"28 1","pages":"346-352"},"PeriodicalIF":0.0000,"publicationDate":"2018-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"The Malaysian Journal of Analytical Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17576/MJAS-2018-2202-22","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
Drinking water treatment through biological process is commonly applied in developed countries, but not yet in developing countries such as Malaysia. The non-existence of biological treatment has urged drinking water treatment plant operator in Malaysia to shut down the plants whenever there are ammonia contaminations. This is to avoid the formation of disinfection byproducts (DBPs), which are toxic and carcinogenic, when ammonia reacts with chlorine as the disinfectant. The study aims to develop a biological drinking water treatment for to remove ammonia in a biological sand filter column. The derived biofilm, a mixed bacterial consortium is naturally cultured from surface lake water, hence eliminating the potential of pathogenic microorganism occurrence, which is not suitable for drinking water application. The biofilm was inoculated in the batch down flow column consisting of heterogeneous fine sand with diameter of 1.2 mm (top layer) and 6.7 mm (bottom layer). The study was conducted by varying the flowrate (0.09, 0.13, and 0.18 m/h) and hydraulic retention time (HRT) (5 and 24 hours). The water sample was taken at different depths of 0.05 m (SP4), 0.1 m (SP3) and 0.2 m (SP2) from the column base for the ammonia analysis. Significant reduction of ammonia with 96-98% was observed at 0.09 m/h and 24 hours and the final treated effluent had complied with the stringent regulation stipulated by the Malaysia, Ministry of Health that is lower than 1.5 mg/L.
通过生物工艺处理饮用水在发达国家得到普遍应用,但在马来西亚等发展中国家尚未得到应用。由于生物处理的不存在,马来西亚的饮用水处理厂运营商在出现氨污染时就会关闭工厂。这是为了避免氨与氯作为消毒剂反应时产生有毒和致癌的消毒副产物(DBPs)。本研究旨在开发一种去除生物砂滤柱中氨的生物饮用水处理方法。衍生的生物膜是一种混合菌群,从地表湖水中自然培养而成,消除了病原微生物发生的可能性,不适合饮用水应用。生物膜接种于由直径为1.2 mm(顶层)和6.7 mm(底层)的非均质细砂组成的批量下流柱中。研究通过改变流量(0.09、0.13和0.18 m/h)和水力停留时间(HRT)(5和24小时)进行。在距柱底0.05 m (SP4)、0.1 m (SP3)和0.2 m (SP2)的不同深度取水样进行氨分析。在0.09 m/h和24小时时,观察到氨的显著减少96% -98%,最终处理的流出物符合马来西亚卫生部规定的低于1.5 mg/L的严格规定。