Wayan Trisna Dewi, I. B. Suyasa, I. N. Rai
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引用次数: 2

摘要

人口的发展和对保健服务的需求不断增加,导致公立医院和私立医院的数量增加。由于蛋白质分解而产生的氨在水中是有毒的。缺氧-缺氧生物过滤系统的应用是降低医院废水氨含量的一种尝试。在厌氧-好氧生物滤池的过程中,砾石介质与微生物接触形成生物膜,加速有机物的降解和硝化过程。本研究旨在获得最佳活性污泥源,以降低应用于缺氧-缺氧生物过滤系统的废水氨水平。本研究分两个阶段进行,第一阶段从三个来源进行活性泥浆苗圃,即登巴萨旺雅医院的WWTP、乌达亚那大学PTN医院的WWTP和邦利医院的WWTP,为期6天。在此阶段,测量混合液挥发性悬浮固体(MLVSS)值,显示活性污泥中生物质的生长速度。第二阶段是应用活性污泥并控制缺氧-缺氧生物过滤系统,以降低医院废水中5天处理的氨水平。本研究采用随机区组设计,4个处理,3个重复。结果表明:以旺雅登巴沙医院污水处理厂为基料,通过苗圃处理获得的活性污泥效果最佳,生物量增长(MLVSS值)最高可达2433.3 mg/L,氨还原最高可达0.53 mg/L。该工艺的有效性水平降低了94.70%,并在5天的处理中能够通过规定的质量标准有效性百分比(90%)。与对照和其他活性污泥处理相比,这种有效性的价值是最高的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PENGARUH PENAMBAHAN LUMPUR AKTIF PADA BIOFILTER ANOKSIK-OKSIK DALAM MENURUNKAN KADAR AMONIA AIR LIMBAH RUMAH SAKIT
Development of the population and the increasing demand for health services has led to the increase in the number of hospitals, both government hospital and privet hospitals. The presence of ammonia as a result of protein decomposition can be toxic in the waters. The application of anoxic-oxic biofilter system is an attempt to be able to reduce ammonia levels in hospital wastewater. In the process of anoxic-oxic biofilter, contact occurs between the gravel media and microorganism to form biofilms which can accelerate the degradation of organic matter and the nitrification process. This study aims to obtain the best activated sludge source in reducing ammonia levels of wastewater applied to the anoxic-oxic biofilter system applied. This research was contucted in two stages in which the first stage of active mud nursery was carried out from three sources, namely WWTP Wangaya Hospital Denpasar, WWTP of PTN Hospital Udayana University and WWTP of Bangli Hospital for six days. At this stage a Mixed Liquor Volatile Suspended Solid (MLVSS) value is measured which shows the growth rate of biomass in activated sludge. The second stage is applivation of avtivated sludge and control to the anoxic-oxic biofilter system to reduce ammonia levels in hospital wastewater for five days of processing. This study use a randomized block design with four treatments and three replication. The results showed that the best activated sludge was obtained through nursery from WWTP of Wangaya Denpasar Hospital which was shown by the highest biomass growth (MLVSS Value) of 2433.3 mg/L and the highest reduction in ammonia reached a final level of 0.53 mg/L. The levels of effectiveness of the process of decreasing ammonia levels by 94.70% and has been able to pass the specified quality standard effectiveness percentage (90%) for five days of processing. The value of this effectiveness is the highest compared to the controls and other activated sludge treatment.
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