• Journal of Advanced Marine Engineering and Technology
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• 제38권3호
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• pp.269-275
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• 2014

본 연구는 PI 개념에 근거한 수처리용 인라인 혼화 및 응집 시스템의 성능특성에 대한 실험적 연구를 목적으로 한다. 3단 인라인 혼화 및 응집 시스템은 처리 원수 저장조, 응집제 주입 정량펌프, 혼화 및 응집관, 침전조 및 제어 판넬로 구성된다. 동일한 응집제와 응집보조제의 주입량 조건에서 응집제의 증가에 따른 탁도 제거율에 비해 응집보조제의 증가에 따른 탁도 제거율이 약 3배 정도 높게 나타났다. 동일한 혼화 및 응집 시간 조건에서 인라인 방식이 기계식에 비해서 평균적으로 약 4.6배 정도 탁도 제거율이 높게 나타났다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.3139-3143
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• 2007

The objective of this paper was to investigate the mixing characteristics of an three-stage inline coagulant mixing system experimentally. Wastewater samples of pH 8.5 and initial turbidity 1,000NTU were taken from a site of tunneling work. At the constant dosage, 0.36mL/L, of polymer as coagulant aids, the coagulation efficiency with the dosage of PAC as coagulant was about 4${\sim}$6% at 10 minutes after sampling. In the case of 2 different velocity gradient conditions, the efficiency of turbidity removal was increased about 6.5${\sim}$8% with increasing the dosage of coagulant while, the efficiency was increased about 20${\sim}$21.5% with increasing the dosage of coagulant aids. The efficiency of turbidity removal with the settling time after sampling was about 90% after 1 minute, and the efficiency was about 95% after 5 minutes.