• 제목/요약/키워드: and turbidity

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응집제주입에 의한 급속모래여과에서 초기유출수의 수질향상 (Improving the Initial Effluent Water Quality of Rapid Sand Filter by Coagulants Injection)

  • 김우항;전지훈
    • 한국환경과학회지
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    • 제15권3호
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    • pp.237-242
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    • 2006
  • The purpose of this research was to investigate the efficiency of coagulants dose after backwashing. The turbidity of initial effluent was high after backwashing in the rapid sand filtration and the high turbidity was almost removed by coagulants dose into filter-sand after backwashing. It was found that the turbidity of initial effluent was well removed by all kinds of the coagulants used in this study. When filtration was performed input water with differentiated pH's, the turbidity of effluent was low at the range of pH 5 - pH 7. But the removal was not good about over pH 9. This result was considered into the existence forms of aluminium, $Al(OH)^{2+}\;and\;{Al(OH)_2}^+$ at pH 5. Cryptosporidiums of effluent were 4/ml for ten minutes immediately after back washing and 3/ml until sixty minutes. However, the case of coagulant dose after backwashing, Cryptosporidiums of effluent were 0.5/ml for ten minutes with no detection after twenty minutes.

인라인 응집제 혼화시스템의 혼화 및 응집특성 (Characteristics of Mixing and Coagulation in an Inline Coagulant Mixing System)

  • 양희천;박상규;왕승호
    • 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.

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셀룰로오스 에테르 첨가 쌀 면의 조리 특성 (Cooking Characteristics of Rice Noodles with Added Cellulose Ethers Based on Rheological and Turbidity Measurements)

  • 엄인철;유영진
    • Current Research on Agriculture and Life Sciences
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    • 제32권2호
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    • pp.85-89
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    • 2014
  • 셀룰로오스 에테르의 분자량, 첨가량, 치환도 및 치환체 종류, 물 양이 쌀면의 조리특성에 주는 영향을 살펴보기 위해 자외선 가시광선 분광분석기를 이용하여 조리 후 쌀면 국물 탁도 를 측정하고 유변물성 측정기를 이용하여 쌀면의 압축강도를 측정하였다. HPMC의 분자량 및 물 양이 증가할수록 국물의 탁도가 감소하여 조리 시 쌀면의 형태안정성이 향상되었고, 셀룰로오스 에테르 첨가량, 치환체 종류, 치환도에 따라 탁도 값이 변화하여, 이들 인자 모두가 쌀면의 형태안정성에 영향을 준다는 것을 확인하였다. 또한, 이들 인자를 효과적으로 조절할 경우, 밀면을 조리한 국물의 탁도보다 낮은 탁도값이 얻어져 셀룰로오스 에테르의 첨가에 따라 조리 시 쌀면의 형태안정성이 크게 향상됨을 확인하였다. 유변물성 측정기를 이용한 쌀면의 압축특성 측정은 조리시간에 따른 쌀면의 호화정도 및 변화하는 조직감을 살펴보는 데 효과적이였으며, 물 양 및 셀룰로오스 에테르의 분자량이 다른 인자들에 비하여 조리시간 별 쌀면의 호화특성 및 조직감에 큰 영향을 주는 것으로 나타났다.

탁도와 총유기탄소 제거를 위한 최적응집제 및 투여량 선정 연구 (Optimal coagulant and its dosage for turbidity and total organic dissolved carbon removal)

  • 박한배;우달식
    • 한국산학기술학회논문지
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    • 제16권3호
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    • pp.2321-2327
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    • 2015
  • 본 연구는 급격한 수질변화에 따른 현장 적용에 적합한 응집제를 선정하고, 응집제 별 최적 주입량을 찾기 위해 aluminium sulfate, poly aluminum chloride, poly aluminum silicate chloride를 이용하여 Jar-Test와 Pilot-Test의 검증으로 실험 하였다. 분석 항목은 탁도, TOC, pH로 제거율을 측정하였다. 실험 결과를 바탕으로 PASC의 경우 기존 응집제 인 Alum이나 PAC 보다 최적 주입량 (15 mg/L)이 상대적으로 적었으며, 제거율도 높게 나타남을 확인할 수 있었다. Jar-Test에서는 원수 탁도 3-20 NTU 범위에서 응집제(PASC)의 최적 주입량을 주입하였을 때, 탁도 제거율(80%)과 TOC 제거율(89%)이 가장 높았으며, Pilot-Test에서는 원수 탁도 3.6-27 NTU 범위에서 응집제 최적 주입량을 주입하였을 때 탁도 제거율(82%)과 TOC 제거율(88%)을 확인할 수 있었다. 따라서 본 연구 결과를 바탕으로 응집제의 제거 효과는 원수 탁도와 TOC가 높아질수록 상승하는 경향을 확인할 수 있었다.

홍수시 대청호 유역에 발생하는 탁수의 물리적 특성 (Characterization of Physical Properties of Turbid Flow in the Daecheong Reservoir Watershed dining Floods)

  • 정세웅;이흥수;윤성완;예령;이준호;추창오
    • 한국물환경학회지
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    • 제23권6호
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    • pp.934-944
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    • 2007
  • Fine suspended solids (SS) induced into a reservoir after flood events play important ecological and water quality roles by presenting persistent turbidity and attenuating light. Thus the origin and physical features must be characterized to understand their transport processes and associated impacts, and for the establishment of watershed based prevention strategies. This study was aimed to characterize the physical properties of the SS sampled from Daecheong Reservoir and its upstream rivers during flood events. Extensive field and laboratory experiments were carried out to identify the turbidity-SS relationships, particle size distributions, settling velocity, and mineral compositions of the SS. Results showed that the turbidity-SS relationships are site-specific depending on the locations and flood events in the system. The turbidity measured within the reservoir was much greater than that measured in the upstream rivers for the same SS value. The effective diameters ($D_{50}$) in the rivers were in the range of $13.3{\sim}54.3{\mu}m$, while those in the reservoir were reduced to $2.5{\sim}14.0{\mu}m$ due to a fast settling of large particles in the rivers. The major minerals consisting of the SS were found to be Illite, Muscovite, Albite, and Quartz both in the rivers and reservoir. Their apparent settling velocities at various locations in the reservoir were in the range of 0.06~0.13 m/day. The research outcome provides a fundamental information for the fine suspended particles that cause persistent turbidity in the reservoir, and can be used as basic parameters for modeling study to search watershed based optimal control measures.

Biodegradable Check Dam and Synthetic Polymer, its Experimental Evaluation for Turbidity Control of Agricultural Drainage Water

  • Kim, Minyoung;Kim, Seounghee;Kim, Jinoh;Lee, Sangbong;Kim, Youngjin;Cho, Yongho
    • 한국토양비료학회지
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    • 제46권6호
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    • pp.458-462
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    • 2013
  • A drainage ditch is normally a component of drainage networks in farming systems to remove surplus water, but at the same time, it may act as a major conduit of agricultural nonpoint source pollutions such as sediment, nitrogen, phosphorus, and so on. The hybrid turbidity reduction system using biodegradable check dam and synthetic polymer was developed in this study to manage pollutant discharge from agricultural farmlands during rainfall events and/or irrigation periods. The performance of this hybrid system was assessed using a laboratory open channel sized in 10m-length and 0.2m-width. Various check dams using agricultural byproducts (e.g., rice straw, rice husks, coconut fiber and a mixture of rice husks and coconut fiber) were tested and additional physical factors (e.g., channel slope, flowrate, PAM dosage, turbidity level, etc.) affecting on turbidity reduction were applied to assess their performance. A series of lab experiments clearly showed that the hybrid turbidity reduction system could play a significant role as a supplementary of Best Management Practice (BMP). Moreover, the findings of this study could facilitate to develop an advanced BMP for minimizing nonpoint source pollution from agricultural farmlands and ultimately to achieve the sustainable agriculture.

입자성 물질 농도가 바이러스의 UV-처리와 위해성에 미치는 영향 평가 (Effect of Particulate Matter on the UV-Disinfection of Virus and Risk Assessment)

  • 신유리;윤춘경;이한필;이승재
    • 한국물환경학회지
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    • 제26권6호
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    • pp.1028-1033
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    • 2010
  • Wastewater reuse for agricultural irrigation needs treatment and control of pathogens to minimize risks to human health and the environment. In order to evaluate the water quality of UV-treated reclaimed water, this study focused on the relationship between micro-pathogens and particulate matters. MS2 was selected as an index organism because it has similar characteristics to human enteric virus and strong resistance to UV disinfection. The turbidity and suspended solid (SS) were selected for test parameters. In this study, it was performed with different UV doses (30 and $60mJ/cm^2$) for estimation of the MS2 inactivation rate using collimated beam batch experiments in the laboratory. The experiment results by turbidity or SS concentration presented that the increased concentration of them lowered MS2 inactivation. At the turbidity (below 4.27 NTU) and SS (below 1.47 mg/L) of the low level range, the inactivation of 60 UV dose is higher than 30 UV dose. However, at the turbidity and SS of the high level, the increasing UV dose did not show apparent increasing the MS2 inactivation. In quantitative microbial risk assessment (QMRA), it can confirm the trend that $P_D$ and turbidity concentrations have positive correlationship at the low concentration, which was also observed in SS. The QMRA can be helpful in communication with public for safe wastewater reuse and be recommended.

입자크기 분포를 고려한 부력침강 저수지 밀도류의 탁도 모델링 (Turbidity Modeling for a Negative Buoyant Density Flow in a Reservoir with Consideration of Multiple Particle Sizes)

  • 정세웅;이흥수;정용락
    • 한국물환경학회지
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    • 제24권3호
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    • pp.365-377
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    • 2008
  • Large artificial dam reservoirs and associated downstream ecosystems are under increased pressure from long-term negative impacts of turbid flood runoff. Despite various emerging issues of reservoir turbidity flow, turbidity modeling studies have been rare due to lack of experimental data that can support scientific interpretation. Modeling suspended sediment (SS) dynamics, and therefore turbidity ($C_T$), requires provision of constitutive relationships ($SS-C_T$) and accounting for deposition of different SS size fractions/types distribution in order to display this complicated dynamic behavior. This study explored the performance of a coupled two-dimensional (2D) hydrodynamic and particle dynamics model that simulates the fate and transport of a turbid density flow in a negatively buoyant density flow regime. Multiple groups of suspended sediment (SS), classified by the particle size and their site-specific $SS-C_T$ relationships, were used for the conversion between field measurements ($C_T$) and model state variables (SS). The 2D model showed, in overall, good performance in reproducing the reservoir thermal structure, flood propagation dynamics and the magnitude and distribution of turbidity in the stratified reservoir. Some significant errors were noticed in the transitional zone due to the inherent lateral averaging assumption of the 2D hydrodynamic model, and in the lacustrine zone possibly due to long-term decay of particulate organic matters induced during flood runoffs.

Neuse강 하구의 최대혼탁수 형성과 변동 (Formation and Variation of Turbidity Maximum in the Neuse River Estuary, North Carolina, U.S.A.)

  • 김석윤
    • 한국수산과학회지
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    • 제27권6호
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    • pp.754-770
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    • 1994
  • 미국 북캐롤라이나의 동해안에 위치하는 뉴우스강 하구를 대상으로 1988년 2월부터 1989년 2월까지 매월 부유퇴적물의 분포와 유속 및 염분을 조사하여, 최대혼탁수의 형성과 물리적 환경요인(담수유출량, 풍향 및 풍속, 조석 등)에 따른 시간적, 공간적 변화를 조사하였다. 대부분의 조사기간동안, 염하구 순환과 관련된 미약한 최대혼탁수의 형성이 염수 침입한계 근처에서 관측되었으며, 염수 침입한계의 연중 이동과 수반하여 강 상류의 약 20 km 지역에 걸쳐 이동하면서 분포하였다. 이 지역 계절풍의 주된 풍향(북동-남서)과 Pamlico Sound의 지형적 방향성의 일치로 인하여, 염분 성충구조와 염하구 순환의 발달정도는 바람의 영향을 크게 받으며, 따라서 최대혼탁수의 형성과 변동 양상도 조석의 영향보다는 담수유출량과 바람의 영향을 뚜렷이 나타내었다.

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북한강 수계 대규모 탁수사상 발생에 의한 댐 저수지의 탁수 영향 분석 (Analyzing the Effect of an Extreme Turbidity Flow Event on the Dam Reservoirs in North Han River Basin)

  • 박형석;정세웅;정선아
    • 한국물환경학회지
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    • 제33권3호
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    • pp.282-290
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    • 2017
  • A long-term resuspension of small particles, called persistent turbidity, is one of the most important water quality concerns in the dam reservoirs system located in North Han River. Persistent turbidity may incur aesthetic nuisance and harmful effect on the ecosystem health, in addition to elevated water treatment costs for the drinking water supply to the Seoul metropolitan area. These sufferings have been more intensified as the strength and frequency of rainfall events increase by climate change in the basin. This study was to analyze the effect of an extreme turbidity flow event that occurred in 2006 on the serial reservoirs system (Soyang-Uiam-Cheongpyung-Paldang) in North Han River. The CE-QUAL-W2 model was set up and calibrated for the river and reservoirs system using the field data obtained in 2006 and 2007. The results showed that Soyang Reservoir released turbid water, which was classified as the TSS concentration is greater than 25 mg/L, for 334 days with peak TSS of 264.1 mg/L after the extreme flood event (592.7 mm) occurred between July 10 and 18 of 2006. The turbid water departed from Soyang Reservoir reached at the most downstream Paldang Reservoir after about 20 days and sustained for 41 days, which was validated with water treatment plant data. Since the released water from Soyang Reservoir had low water temperature and high TSS, an underflow formed in the downstream reservoirs and vertically mixed at Paldang Reservoir due to dilution by the sufficient inflow from South Han River.