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慢砂滤池不同过滤速率下去除总大肠菌群的行为。

Behavior of with varied filtration rates of slow sand filter to remove total coliforms.

作者信息

Matuzahroh Ni', Fitriani Nurina, Ardiyanti Putri Eka, Kuncoro Eko Prasetyo, Budiyanto Wahid Dian, Isnadina Dwi Ratri Mitha, Wahyudianto Febri Eko, Radin Mohamed Radin Maya Saphira

机构信息

Department of Biology, Faculty of Science and Technology, Universitas Airlangga, Kampus C UNAIR, Jalan Mulyorejo, Surabaya, 60115, Indonesia.

Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn, 86400 Parit Raja, Batu Pahat, Johor, Malaysia.

出版信息

Heliyon. 2020 Apr 4;6(4):e03736. doi: 10.1016/j.heliyon.2020.e03736. eCollection 2020 Apr.

Abstract

The previous research showed that slow sand filtration (SSF) can remove the total coli by approximately 99% because of the layer in the filter. The presented study aimed to complete the previous research on SSF, especially on the layer mechanism, to remove total coli. Total coli is a parameter of water quality standard in Indonesia, and the behavior of affects the total coli removal. In the present study, the raw water from Amprong River was treated using horizontal roughing filter (HRF) and SSF. The variations in SSF rate used were 0.2 and 0.4 m/h. Total coliforms were analyzed using the most probable number test, and visualization was conducted through scanning electron microscopy-energy-dispersive X-ray spectroscopy (SEM-EDX). The best coliform concentration in water treated by the combination of HRF and SSF was 4,386 colonies per 100 mL of sample using the filtration rate of 0.2 m/h, and its removal efficiency was 99.60%. However, the quality of water treated by the combination of HRF and SSF did not meet the drinking water quality standard because the removal of total coli must be 100%. The SEM-EDX visualization results in showed that the average bacteria in the layer were small, white, opaque, and circular, with entire edge and flat elevation. The Gram test results showed that the bacteria consisted of Gram-positive and Gram-negative bacteria with basil as the common cell form.

摘要

先前的研究表明,由于滤池中的滤层,慢砂过滤(SSF)可去除约99%的总大肠菌群。本研究旨在完善先前关于慢砂过滤的研究,特别是关于滤层去除总大肠菌群的机制。总大肠菌群是印度尼西亚水质标准的一个参数,其行为会影响总大肠菌群的去除效果。在本研究中,使用水平粗滤池(HRF)和慢砂过滤对安普龙河的原水进行处理。慢砂过滤采用的流速变化为0.2和0.4米/小时。使用最可能数法分析总大肠菌群,并通过扫描电子显微镜-能量色散X射线光谱法(SEM-EDX)进行可视化观察。当过滤流速为0.2米/小时时,采用水平粗滤池和慢砂过滤联合处理的水中,最佳大肠菌群浓度为每100毫升样品4386个菌落,去除效率为99.60%。然而,由于总大肠菌群的去除率必须达到100%,因此水平粗滤池和慢砂过滤联合处理后的水质不符合饮用水质量标准。扫描电子显微镜-能量色散X射线光谱法的可视化结果表明,滤层中的细菌平均个体较小,呈白色、不透明、圆形,边缘完整,凸起平坦。革兰氏试验结果表明,滤层细菌由革兰氏阳性菌和革兰氏阴性菌组成,以杆菌为常见细胞形态。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/61f7/7136621/906536d30f01/gr1.jpg

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