Abstract

본 연구의 시료는 현재 서울특별시와 수도권 도시들에서 상수원수로 이용하고 있는 한강수를 대상으로 수행되었다. 배ㆍ급수계통의 2차 소독을 위한 클로라민소독의 특성에 관하여 고찰하였으며 그 결과는 다음과 같다. 1) <TEX>$25^{\circ}C$</TEX>, Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비 1:1 ~ 14:1에서 PH6, 7, 8의 불연속점은 각각 Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비 11:1, 9:1, 10:1이었다. pH6의 경우, Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비가 9:1일 때 총 잔류염소량이 최대인 반면, pH 7, 8의 경우 Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비가 각각 6:1, 5:1 일 때 최대가 되었다. 2) pH가 6, 7, 8로 증가함에 따라 모노클로라민이 최대로 생성되는 Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비는 7:1에서 5:1로 이동하였으며, pH6 ~ 8 범위에서 pH가 증가함에 따라 모노클로라민의 생성량이 많았다. 3) 클로라민의 분해는 Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N비가 증가하고 pH가 낮을수록 증가하였다. 클로라민의 잔류성은 유리염소보다 월등히 좋았다. pH6에서 모노클로라민과 디클로라민이 생성된 이후, 접촉시간이 경과함에 따라 디클로라민의 분포비가 증가하였다. This study was conducted to investigate the characteristics of chloramination as a secondary disinfection in a drinking water distribution system. At the range from pH 6 to pH 8, monochloramine was predominant with a trace of dichloramine, and the free chlorine was detected after breakpoint. At <TEX>$25^{\circ}C$</TEX>, the breakpoints of pH 6, 7 and 8 appeared when the weight ratios of chlorine to ammonia nitrogen were 11:1, 9:1 and 10:1 respectively, and the peak points on the breakpoint curves at pH 6, 7 and 8 were in the Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N ratio of 9:1, 6:1 and 5:1 respectively. As pH increased from 6 to 8, maximum point of monochloramine on the breakpoint curve was moved from 7:1 to 5:1 in the weight ratio of chlorine to ammonia nitrogen. The maximum concentration of monochloramine was formed at the pH values of 7~8 and in the Cl<TEX>$_2$</TEX> / NH<TEX>$_3$</TEX>-N ratio below 5:1. As the Cl<TEX>$_2$</TEX>/NH<TEX>$_3$</TEX>-N ratio increased and the pH lowered, chloramines decay proceeded at an increased rate, and residual chloramines lasted longer than the residual free chlorine. The monochloramine and the dichloramine were formed at pH 6, and then the dichloramine continued increasing with contact time.

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