• 대한원격탐사학회지
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• 제38권6_1호
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• pp.1285-1300
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• 2022

탁도는 부유물질에 의한 빛의 산란 또는 흡수로 인한 수체의 흐림을 나타내는 수치로 수질 관리 분야에서 중요 지표로 활용되고 있다. 탁도는 소규모의 하천에서 변동성이 심할 수 있으며, 이는 국가하천의 수질에 직접적으로 영향을 준다. 따라서 고해상도의 탁도 공간정보 산출은 매우 중요하다. 이 연구에서는 Korea Multi-Purpose Satellite-3 및 -3A (KOMPSAT-3/3A) 영상으로부터 한강 수계 하천의 고해상도 탁도 매핑을 위한 eXtreme Gradient Boosting (XGBoost) 알고리즘 기반의 탁도 산출 모델을 개발하였다. 이를 위해 총 24장의 KOMPSAT-3/3A 영상과 150장의 Landsat-8 영상으로부터 계산된 대기 상단(Top Of Atmosphere, TOA) 반사율을 활용하였으며, Landsat-8 TOA 반사율은 KOMPSAT-3/3A의 관측 파장 대역에 적합하도록 교차검보정을 수행하였다. 국가수질자동관측망에서 측정된 탁도를 탁도 산출 모델의 참조자료로 사용하였고, 입력 변수로는 탁도가 실측된 위치에서의 TOA 분광반사율과 탁도 분석에 널리 이용되어 온 분광지수인 정규식생지수, 정규수분지수, 정규탁도지수, 그리고 Moderate Resolution Imaging Spectroradiometer (MODIS)의 대기 산출물(에어로졸 광학 두께, 수증기량, 오존)을 사용하였다. 또한 고탁도와 저탁도에 대한 KOMPSAT-3/3A TOA 분광반사율을 분석하여 탁도를 설명할 수 있는 새로운 정규탁도지수(new normalized difference turbidity index, nNDTI)를 제안하였고, 이를 탁도 산출 모델에 입력 변수로 추가하였다. XGBoost 기반 탁도 산출 모델은 현장관측 탁도와 비교하여 2.70 NTU의 평균 제곱근 오차(root mean square error, RMSE) 및 14.70%의 정규화된 RMSE(normalized RMSE)를 가지는 탁도를 예측하여 우수한 성능을 보였으며, 이 연구에서 새롭게 제안한 nNDTI가 탁도 산출에 있어 가장 중요한 변수로 사용되었다. 개발된 탁도 산출 모델을 KOMPSAT-3/3A 영상에 적용하여 하천 탁도를 고해상도로 매핑하였으며, 탁도의 시공간적 변동에 대한 분석이 가능하였다. 이 연구를 통하여 고해상도의 정확한 탁도 공간정보 산출에 KOMPSAT-3/3A 영상이 매우 유용함을 확인할 수 있었다.

• 분석과학
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• 제24권5호
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• pp.378-386
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• 2011

본 연구는 호수바닥에 있는 침전물로부터 인의 용출 메커니즘을 규명하고자, 인이 물로 용출될때 미치는 온도의 영향을 조사하였다. 연구 결과를 보면, 온도가 증가하면 PO4-P가 평형에 빨리 도달하고, 평형농도가 증가하며, $PO_4$-P의 용출 증가로 인하여 pH가 감소한다. 즉, $PO_4$-P의 용출이 pH의 감소에 영향을 미침을 알 수 있었다. 탁도물질에서 용출된 $PO_4$-P는 물에 용존하며, 탁도물질에 흡착되지 않기 때문에 탁도의 변화에 관계없이 점진적인 증가를 나타냈지만, $PO_4$-P는 탁도에서 용출되기 때문에 탁도와 관련이 있다. 총인(Total phosphorous, T-P)은 용존성 $PO_4$-P와 탁도물질에 포함된 인을 포함하기 때문에 탁도의 변화에 직접 관련이 있음을 알 수 있었다. 온도가 감소하면 물의 밀도가 증가하여 탁도의 침전이 감소하기 때문에 탁도의 농도가 높아져 T-P 농도를 증가시키며, 온도가 증가하면 물의 밀도감소로 인하여 탁도물질의 침전이 용이해져서 탁도는 감소하지만 $PO_4$-P의 용출이 증가하여 T-P 농도가 증가했다. 따라서 동일 시간대의 T-P는 온도가 달라도 유사한 농도를 가졌다. 호수가 깊어지면 저층수의 온도가 감소하여 인의 용출이 감소하므로 이 메카니즘은 호수 바닥으로부터 물로 용출되는 인에 대하여 온도가 미치는 영향을 이해하는데에 중요하다.

• 한국물환경학회지
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• 제26권2호
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• pp.326-331
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• 2010

Montmorillonite is one of representative inorganic clay particles. As the characteristics of clay particulate matter in aqueous environment determine the efficiencies of wastewater treatment and some industrial operations, it is essential to understand its aquatic behavior in relation with turbidity. The change of electrokinetic potential of montmorillonite suspension shows that it tends to negatively increase as the pH of suspension increases. In addition, it is observed that its potential is around 0mV when the solution pH is ca. 5. The turbidity of suspension is shown to be very low when pH is lower than its isoelectric point. However, the turbidity gradually enhances according to beyond isoelectric point. These results reveal that the correlation between electrokinetic potential and turbidity for clay mineral suspension is peculiar which should be fundamentally considered for systematic treatment of wastewater.

• 한국식품영양과학회지
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• 제23권4호
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• pp.660-665
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• 1994

Treatment of rice-washing wastewater was considered under various pH levels and chitosan concentrations. Compared with the control test, addition of chitosan at the various concentrations did not noticeably enhanced turbidity reduction at pH 4 and 5 , but greatly enhanced at above pH 6. However, reduction of turbidity in the wastewater, irrespective of chitosan concentrations, was the greatest at pH 4 and became lower by increasing pH. Suspended solids in the wastewater were the most effectively recovered by pH adjustment of the wastewater to 4 followed by centrifugation, with over 99% reduction in turbidity . Different concentrations of suspended solids in the wastewater and various kinds of acids used for p/H adjustment did not affect turbidity reduction. Increasing storage periods of the wastewater resulted in lower reductions in turbidity.

• 상하수도학회지
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• 제20권1호
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• pp.71-78
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• 2006

The removal of protozoa in the coagulation process was evaluated under the different pH and turbidity using the jar test after the addition of polyaluminium chloride (PAC) as a coagulant. Two well-known protozoa of Cryptosporidium parvum and Giardia lamblia were tested at the same time with turbidity, the critical water quality parameter of the water treatment process. Both protozoa were removed about 1log (and up to 2log) at the optimum injection of PAC. The source water turbidity and pH affected the removal of protozoa and turbidity. At neutral and alkaline pH, 1.3-1.7log removal of protozoa for low turbid water with 5NTU, and 1.6-2.3log removal for high turbid water with 30NTU were achieved. However, at acidic pH, maximum 0.8-1.0log and 1.1-1.2log were removed for low and high turbid water, respectively, at the optimum PAC injection of 15mg/L. The relation of protozoa and turbidity removals were expressed as the 1st order equation (significantly positive relation) in the most of the tested conditions. In addition, the relation of protozoan removals with residual turbidity were also expressed the 1st order equation (significantly negative relation), although the significance of the equations were reduced at acidic pH. Therefore, residual turbidity could be a good index of efficient protozoan removal in the coagulation process, probably except at the low pH condition.

• 상하수도학회지
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• 제21권3호
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• pp.359-366
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• 2007

Slow sand filtrations have been widely used for water treatment in small communities, however their capacity is often limited by high turbidity in the raw water. For this reason, several pre-treatment facilities were required for a slow sand filter. Turbidity removal from the highly turbid raw water was investigated in roughing filters as a pre-treatment process. The roughing filters followed by rapid mixing tank were operated in the form of a contact filtration. In several jar tests, the predetermined optimum aluminium sulfate (alum) doses for turbid water of 30 and 120NTU were 30 and 50mg/L, respectively. At the optimum alum dose, physically optimum parameters including G value of $220sec^{-1}$ and rapid mixing time of 3 minutes were applied to the contact filtration system. Without addition of alum, the filtrate turbidity from the roughing filters, packed respectively with different media such as sand, porous diatomite ball and gravel, was in the range of 5~30NTU at filtration velocities of 30 and 50m/day. However, the application of a contact filtration to roughing filters showed stably lower filtrate turbidity below 1.0NTU at filtration velocity of 30 m/day. Although the filtration velocity increased to 50m/day, filtrate turbidity was still below 1.0NTU in both single and double layer roughing filters. At influent turbidity of 120NTU, the filtrate turbidity was over 5 NTU in the triple layer roughing filter, which shortened the filter run time. The flocs larger than $10{\mu}m$, formed in the rapid mixing tank, were almost captured through the roughing filter bed, while the almost flocs smaller than $10{\mu}m$ remained in filtrate.

• 한국환경과학회지
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• 제19권8호
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• pp.931-940
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• 2010

The Raw water from Deer Creek (DC) reservoir and Little Cottonwood Creek (LCC) reservoir in the Utah, USA were collected for jar test experiments. This study examined the removal of arsenic and turbidity by means of coagulation and flocculation processes using of aluminum sulfate and ferric chloride as coagulants for 13 jar tests. The jar tests were performed to determine the optimal pH range, alum concentration, ferric chloride concentration and polymer concentration for arsenic and turbidity removal. The results showed that a comparison was made between alum and ferric chloride as coagulant. Removal efficiency of arsenic and turbidity for alum (16 mg/L) of up to 79.6% and 90.3% at pH 6.5 respectively were observed. Removal efficiency of arsenic and turbidity for ferric chloride (8 mg/L) of up to 59.5% at pH 8 and 90.6% at pH 8 respectively were observed. Optimum arsenic and turbidity removal for alum dosages were achieved with a 25 mg/L and 16 mg/L respectively. Optimum arsenic and turbidity removal for ferric chloride dosages were achieved with a 20 mg/Land 8 mg/L respectively. In terms of minimizing the arsenic and turbidity levels, the optimum pH ranges were 6.5 and 8for alum and ferric chloride respectively. When a dosage of 2 mg/L of potassium permanganate and 8 mg/L of ferric chloride were employed, potassium permanganate can improve arsenic removal, but not turbidity removal.

• 한국방재학회 논문집
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• 제8권3호
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• pp.123-128
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• 2008

본 연구는 소양호 상류유역의 자운천 유역을 대상으로 2005년 1개년동안 유량과 탁도를 조사하여, 월별로 강우특성에 따른 하천의 탁도가 변화하는 양상을 고찰하였다. 고찰결과, 5월$\sim$8월에 강우강도 및 강우지속시간에 의하여 높은 탁도가 발생되는 것을 알 수 있었으며, 반면 9월 이후에는 강우의 초기 세척효과로 인하여 탁도가 낮게 지속적으로 발생되는 것을 확인하였다. 다음으로 탁도에 대한 지배인자의 영향력을 살펴보았으며, 5월, 6월에는 지배인자중 강우강도가 89%, 7월, 8월에는 강우강도가 67%, 강우지속시간이 32%로 탁도 발생에 유의적인 영향을 미치고 있는 것을 확인하였다. 또한 탁도 발생에 영향력 있는 지배인자에 대하여 회귀분석을 실시하여 회귀식을 제안하였다.

• 상하수도학회지
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• 제19권2호
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• pp.135-143
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• 2005

It was evaluated that the effect of turbidity removal by Pore Controllable Fiber Filter(PCF) installed in NS(Naksang) small water treatmant plant(system) using under flow water as raw water in the study. The results of the study are as the followings. Firstly, the removal efficiency of turbidity by PCF without coagulation(in operation mode not using coagulants) was mostly below 20 percent. On the other hand, when operation using proper coagulants, that of turbidity was mostly over 80 percent. Secondly, slow sand filtration after PCF, total turbidity removal efficiency of final treated water was 84.3 percent, and the contribution by PCF was 57.1 percent and that of slow sand filtration was 27.7 percent. Therefore the introduction of PCF as pre-treatment process would be helpful to reduce the loading of high turbidity of slow sand filtration. Thirdly, the results of particle counter measurements showed that when operated PCF with coagulants, fine flocs captured or adsorbed at the pore of PCF were flow out into the effluents from 120 minutes after backwashing because of the increase of headloss of PCF. Therefore the decision of backwashing time should made consideration into the outflow of fine flocs from PCF. Fourth, coagulant dosages on PCF at the same turbidity was largely variable because of the effect of the raw water characteristics and the turbidity increase velocity at rainy days, therefore flexible coagulant dosages should be considered rather than fixed coagulant dosage by the influent jar-test result.

• 한국환경과학회지
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• 제28권3호
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• pp.291-301
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• 2019

This study was conducted to investigate the effect of salt concentration and turbidity on the inactivation of Artemia sp. by electrolysis, UV photolysis, electrolysis+UV process to treat ballast water in the presence of brackish water or muddy water caused by rainfall. The inactivation at different salt concentrations (30 g/L and 3 g/L) and turbidity levels (0, 156, 779 NTU) was compared. A decrease in salt concentration reduced RNO (OH radical generation index) degradation and TRO (Total Residual Oxidant) production, indicating that a longer electrolysis time is required to achieve a 100% inactivation rate in electrolysis process. In the UV process, the higher turbidity results in lower UV transmittance and lower inactivation efficiency of Artemia sp. Higher the turbidity resulted in lower ultraviolet transmittance in the UV process and lower inactivation efficiency of Artemia sp. A UV exposure time of over 30 seconds was required for 100% inactivation. Factors affecting inactivation efficiency of Artemia sp. in low salt concentration are in the order: electrolysis+UV > electrolysis > UV process. In the case of electrolysis+UV process, TRO is lower than the electrolysis process, but RNO is more decomposed, indicating that the OH radical has a greater effect on the inactivation effect. In low salt concentrations and high turbidity conditions, factors affecting Artemia sp. inactivation were in the order electrolysis > electrolysis+UV > UV process. When the salt concentration is low and the turbidity is high, the electrolysis process is affected by the salt concentration and the UV process is affected by turbidity. Therefore, the synergy due to the combination of the electrolysis process and the UV process was small, and the inactivation was lower than that of the single electrolysis process only affected by the salt concentration.