• 한국수자원학회논문집
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• 제55권11호
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• pp.931-939
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• 2022

우리나라의 경우 강수량의 2/3 정도가 하절기에 집중되는 강우특성상 해마다 여름철 홍수기의 탁수 문제가 다양하게 발생하고 있다. 이상강우와 기상이변에 의한 집중강우가 증가 추세이며, '02년 태풍 루사', '03년 태풍 매미', '06년 에위니아'부터 20년 마이삭, 하이선 까지 장마와 태풍에 의한 유입량이 급증하는 시기 탁수의 유입으로 수중 탁도가 급상승하며 댐 저수지 내 탁수 문제가 발생하였다. 특히 연 평균 물사용량의 대부분을 하천 및 댐 저수지를 이용하는 우리나라의 경우 탁수 문제가 장기화될 경우 댐 하류 해당 지역 농업, 공업, 수생태 등 사회적, 환경적으로 많은 문제를 발생시킨다. 이러한 탁수 예측을 통한 대응을 위해 탁수 모델링에 대한 연구가 활발히 진행되고 있다. 탁수 현황을 모의하기 위해서는 유량, 수온, SS 데이터가 필요하다. 이를 위해 국가측정망에서 하천 및 댐 저수지 내 SS를 측정하여 탁수를 측정 하고 있으나 설비가 미흡하여 데이터 해상도가 낮다는 한계점이 있으며 주요 댐 저수지 내에서는 수자원공사에서 관리하는 자동 측정기기를 활용하여 높은 데이터 해상도를 유지 하고 있으나 댐 별, 기상 조건에 따라 미측정 기간이 존재한다. 탁도를 측정을 위한 센서로는 Optical Backscatter Sensor (OBS), YSI 등이 있으며 SS를 측정하기 위한 센서는 레이저부유사측정기(Laser In-Situ Scattering and Transmissometry, LISST) 등의 장비를 이용하고 있다. 하지만 이런 첨단 센서의 경우 또한 수중에 고정하여 측정하기에는 장비의 안정성 등의 이유로 한계가 있다. 따라서, 취득된 유량, 수온, SS, 탁도 데이터를 기반으로 분석을 통해 미측정 기간이 존재함으로 입력자료에 활용되는 SS를 산정하기 위해 관계식 개발을 필요로한다. 본 연구에서는 댐 방류구 인근 지점 측정 데이터를 기반으로 개발된 탁도-SS 관계식을 통해 수자원 공사 SURIAN 시스템에서 활용되고 있는 AEM3D 모델을 이용하여 탁수 발생 예측 정확도 개선을 하고자 하였다.

• 한국물환경학회지
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• 제26권1호
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• pp.44-51
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• 2010

A lab-scale apparatus for turbid water transport control was tested and examined. The channel had a dimension of $100cm{\times}30cm{\times}15cm$ (length${\times}$hight${\times}$width). And the turbidity water was prepared using two types of particles, bentonite and loess. The channel equipped with filamentous mat was operated under various shock load conditions. In the control channel, instantly, turbid water mixed with the clean water inside the channel and turbidity prevails the entire channel. While in the mat-equipped channel, it increases only at the bottom. Overall, the filamentous mat gave capture efficiency of 70~90% compared with the control group. The capture efficiency of turbid particles decreased with increased input turbidity flux. The result of experimental run on how turbid particles are separated in the mat channel shows that settling, filtration and attachment are the main processes. Meanwhile, turbidity was diffused from the channel bottom due to turbidity gradient before and after mat zone. The particle size before mat zone was lightly coarser than that after mat zone.

• Environmental Engineering Research
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• 제10권3호
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• pp.105-111
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• 2005

The applicability of the USEPA's (United States Environmental Protection Agency) three criteria of enhanced coagulation (criterion 1-TOC level less than 2 mg/l. before chlorination; criterion II-% requirement of TOC removal; criterion III-point of diminishing return) for Korean waters was evaluated in this study. This study also investigated an effect of enhanced coagulation on turbidity removal, and attempted to identify the best coagulant for enhanced coagulation. Three different waters were used in this study: one river water and two lake waters. five different coagulants were used: alum, liquid alum, PACl, ferric chloride with and without water. Results of this study showed that all three criteria were achievable for the tested waters. For these waters, controlling criterion was found to be different depending upon raw water characteristics. When initial Toe level was low(< 4 mg/L), criterion I (< 2 mg/L) could be the controlling criterion. As TOC level increased, criterion II (% TOC removal) became the controlling criteria. It was possible to achieve different goals of turbidity and TOC removals. Although the optimum region of TOC removal was more acidic than that of turbidity removal, there was no conflict between these two removals. The best coagulant was found to be different depending upon the evaluation tool: maximum and optimum removal. ferric chloride was more effective than alum in terms of the maximum TOC removal, while Al-based coagulant such as alum or PACl was the best coagulant in terms of the optimum TOC removal.

• 한국환경보건학회지
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• 제31권4호
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• pp.246-253
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• 2005

The supernatant treatment of recovery process of raw materials of paper plant was studied using DAF (Dissolved Air Flotation) system. We investigated the removal efficiency (COD, SS and turbidity) of the DAF process. The effects of parameters such as A/S ratio, pressure, flotation conditions, coagulant concentration, mixing conditions, size and ratio of packing and nozzle type were examined. The results showed that the optimum A/S ratio and pressure were 0.058 and 4.5-5 atm, respectively. Injection times of pressurized water around 30 s and flotation times around 10 min appeared to be optimal for the DAF operation. Anion polymer addition improved the removal of COD, SS and turbidity. The smaller size and the more packing ratio were enhanced the removal efficiencies. The order of performance of nozzle was full cone > flat > assemble type.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2021년도 춘계학술대회
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• pp.263-264
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• 2021

산업화의 변화와 환경파괴에 영향중 음용수 수질의 평가 및 관리의 중요성이 대두되고 있다. 현재 우리나라의 탁도에 관한 법 규제가 되어 공정관리에 있어 1.0NTU이하의 저농도 탁도를 유지해야하며, 제어 기술이 필요한 과제로 남아있다. 본 연구는 470nm, 670nm, 850nm를 이용하여 탁도에 따른 흡광도 실험을 하였으며, 850nm의 광원과, 820nm의 수광소자를 이용하여 시료의 90,180도와 따른 반사과 투사광의 관계와 입사광과 수광부의 높이차를 두어 산란광의 영향에 대해 실험을 하였다.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.168-172
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• 2009

Shihmen reservoir was started in May 1963. The main purposes of Shihmen reservoir are for agriculture, power supply, flood control and tourism. Shihme Asn dam is an earth dam. Its crown height is 133m above mean sea level, with length 360 m, watershed 763.4 km², and maximum volume 309 million cms. Turbidity in Shihmen dam was severely affected by typhoons Aere (2004) and Masa (2005). Increased deposition after Aere was 28 million cms. Turbidity at Shihmen Canal Inlet is 3000 NTU (Nephelometry Turbidity Unit). Sediment sluicing strategies for downstream channel are demanded. Therefore, diversionary sediment preventing channel is planned in the upstream of Shihmen reservoir. Finally, turbid flow in tunnel channel is bypassed and diverted its flow down to downstream.

• 펄프종이기술
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• 제33권3호
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• pp.44-51
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• 2001

Sedimentation characteristics such as SS, $BOD_5$, COD removal efficiency of waste water in the toilet paper mill using milk carton were examined. Optimum dosage of coagulant, rapid mixing time and slow mixing time were determined by turbidity, SS, COD, $BOD_5$ and then equation for treatment efficiency was suggested. Mechanical strength of floc was determined by turbidity. For the coagulant, polyacrylamide (PAM) is more efficient for removing pollution than the aluminium sulfate. Effective mixing ratios of PAM and aluminum sulfate to remove pollution are 70:30 and 30:70. The lowest turbidity was showed when rapid mixing at 300 rpm after coagulant injection was applied. That which indicates the highest point of flocs mechanical strength.

• 환경영향평가
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• 제18권6호
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• pp.377-386
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• 2009

Due to severe flooding, the long-term residence of turbidity flows within the stratified Daecheong Reservoir have lengthened. A long-term residence of turbidity flows within the stratified Daecheong Reservoir after floods has been major environmental issue. The objective of this study was to assess the impact to water supply from the hydrodynamics and turbidity outflow. Two gate operation scenarios were investigated. Scenario A refers to gate operations according to rainfall events, and scenario B refers to gate operations according to inflow. From the results of secenario A, the SS concentrations decreased from 0.44mg/l to 0.54mg/l at the front of the dam, whereas SS concentrations increased from 0.24mg/l to 1.24mg/l at the intake points at Munhi and Daejeon. From the results of scenario B, the SS concentrations decreased from 0.61mg/l to 0.83mg/l at the front of Dam; howeve, SS concentrations also decreased from 0.16mg/l to 0.48mg/l at the intake points at Munhi and Daejeon. It seems that it may be more efficient to control turbidity by creating additional outflows of generated discharge after intensive rainfalls than not.

• 상하수도학회지
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• 제12권3호
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• pp.107-117
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• 1998

In order to removal turbidity at high turbidity, this study was carried to evaluate the coagulants(Alum, PACl, PACS) that was suited the characteristics of raw water in water treatment plants and to determinate the optimum method of lime feed. When the optimum coagulant was selected the organic matter removal was also investigated as $UV_{254}$. PACl, lime first feed had the highest turbidity removal efficiency rate as above 99.1% and then $UV_{254}$ removal rate was obtained over than 88.0%. If you had the necessary of the lime feed, among the method of lime feed time interval feed largely was improved than simultaneous feed. Also, lime feed dose had about 1/5 of coagulants dose in case of Alum and PACl, but always PACS should be considerated lime dose.

• 상하수도학회지
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• 제14권3호
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• pp.260-270
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• 2000

The objective of this study is to evaluate the effect of filter aids in the dual-media rapid filtration. Paper-filter tests were conducted to determine the proper dosages of coagulant and filter aid, and pilot plant tests using two dual-media filter columns were performed for a variety of filtration rates. Using a filter aid (non-ionic polymer), the maximum feasible filtration rate is 480m/day, while turbidity is less than 0.3 NTU and filter run-time is about 70 hours. It is possible to increase the filtration rate up to 360 m/day for keeping the turbidity less than 0.1 NTU. Turbidity increases for the filtration rate greater than 360m/day. In general, the quality of filtered water with a filter aid is stable, while the filter maintains a sufficient filter run-time for a maximum allowable head loss. Particularly, the initial breakthrough can be effectively controlled. The use of a filter aid may be one of the methods applicable if the turbidity of filtered water is required to be improved or if the filter breakthrough limits filter run-time.