• 한국물환경학회지
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• 제20권4호
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• pp.352-356
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• 2004

Variations of water quality parameters were investigated for last 13 years in Han river. Deviation from 3 month moving average was suggested for the variation analysis. Many parameters of mainstream and tributaries showed similar monthly fluctuations. Suspended solid of mainstream showed higher fluctuation than that of tributaries due to summer flood. Contrarily, the organic parameters such as BOD, COD, and TN showed lower fluctuations in the mainstreams. The magnitude of deviation was in the order of pH < DO, COD, temp. < BOD, TN < TP, SS. Strong correlation was found in BOD data of adjacent sites. Main sites showed low deviation in comparison to adjacent common sites of mainstream (1:2.4). Mainstream showed low deviation in comparison to tributaries (1:1.7). Seasonal tendency of monthly BOD was confirmed using autocorrelation function. The deviation was in inverse proportion to the magnitude of BOD.

• 생태와환경
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• 제38권3호통권113호
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• pp.322-333
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• 2005

2002년 4월부터 5개의 소유역으로부터 인 및 부유물질을 측정하였으며, 이를 근거로 부하량을 산정하였다. 총인 농도와 유량의 관계식은 주자천, 정자천, 진안천, 금강 및 구량천에서 각각 $TP\;=\;6.32Q^{0.30}$, $TP\;=\;8.58Q^{0.49}$, $TP\;=\;307.92Q^{-0.10}$, $TP\;=\;17.91Q^{0.47}$ 및 $TP\;=\;20.11Q^{0.53}$ 로 진안천을 제외하고는 양의 상관관계를 보였다. 2003년의 경우 총인의 부하량은 주자천, 정자천, 진안천, 금강 및 구량천에서 각각 3,677, 11,430, 36,412 ,89,651 및 42,226 kgP ${\cdot}$ $yr^{-1}$로 계산되었으며, 전체 부하량 중 각 유입수가 차지하는 양은 금강 (48.9%), 구량천 (23.0), 진안천(19.9%), 정자천 (6.2%), 주자천 (2.0%) 순이였다. 또한 단위면적당 부하량은 주자천, 정자천, 진안천, 금강, 구량천에서 각각 0.3, 2.9, 13.6, 9.3 및 13.0 kgP ${\cdot}$ $km^{-2}$ ${\cdot}$ $yr^{-1}$로 진안천에서 가장 크게 나타났다. 용담호 유입수의 부유물질 농도와 유량의 관계식은 주자천, 정자천, 진안천, 금강및 구량천에서 각각 $SS\;=\;0.37Q^{0.40}$, $SS\;=\;0.80Q^{0.35}$, $SS\;=\;11.03Q^{0.18}$, $SS\;=\;0.88Q^{0.77}$ 및 $SS\;=\;1.16Q^{0.97}$로 양의 상관관계를 나타냈으며, 2003년의 경우 부유물질의 부하량은 주자천, 정자천, 진안천,금강 및 구량천에서 각각 673, 1,232, 4,232, 36, 902, 80, 202 ton ${\cdot}$ $yr^{-1}$로 구량천에서 가장 많았다 용담호 유입수의 총인 및 부유물질은 강우량이 많았던 시기에 높은 농도를 보였으며, 유량과는 대부분 양의 상관을 보였다. 용담호의 경우 본 연구에서 산출한 경험식을 이용하여 유량만으로도 총인 및 부유물질의 농도를 추정할 수 있을 것으로 보인다. 그러나 유입하천 중 주자천과 진안천의 경우 상관관계가 낮아 경향성은 파악할수 있으나 좀더 정확한 부하량 산정을 위해서는 차후 연구가 더 필요할 것으로 생각된다. 용담호의 경우 인부하량을 줄이기 위해서는 강우에 따른 유출 관리가 철저히 이루어져야 하며 강우에 의해 유입될 수 있는 오염원도 정확히 조사되어야 할 것으로 판단된다.

• 한국물환경학회지
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• 제24권5호
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• pp.581-591
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• 2008

Most of our rivers are fragmented by the presence of at least one large dam. Dams are often the most substantial controller of the flow regimes and aquatic environments of natural river system. The quality of downstream water released from a stratified reservoir is highly dependent on upstream reservoir water quality. Thus, an integrated modeling approach is more efficient, compared to fragmented modeling approach, and necessary to better interpret the impact of dam operation on the down stream water quality. The objectives of this study were to develop an integrated reservoir-river modeling system for Daecheong Reservoir and its downstream using a two-dimensional laterally averaged hydrodynamic and water quality model, and evaluate the model's performance against field measurement data. The integrated model was calibrated and verified using filed data obtained in 2004 and 2006. The model showed satisfactory performance in predicting temporal variations of water stage, temperature, and suspended solid concentration. In addition, the reservoir-river model showed efficient computation time as it took only 3 hours for one year simulation using personal computer (1.88 Ghz, 1.00 GB RAM). The suggested modeling system can be effectively used for assisting integrated management of reservoir and river water quality.

• 생태와환경
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• 제48권3호
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• pp.168-175
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• 2015

추계 대청호 퇴적물에서 가장 많이 존재하는 인의 형태는 환원환경이 되면 용출될 수 있는 Al-bound와 Fe-bound 인으로 나타났다. 총인, Al-bound와 Fe-bound 인은 가두리 양식장이 분포하였던 회남 지점과 대청댐 앞에서 높게 나타났다. 그 이유는 가두리 양식장 같은 인위적인 활동보다는 세립질 퇴적물의 이동과 연관이 있는 것으로 판단된다. 대청호 퇴적인의 농도는 그 어느 존재형태도 타 인공호수에 비해 높지 않았다. 그러나 보다 더 객관적인 비교를 위해서 존재형태별 연속추출법을 표준화해야 할 것이다.

• Ocean and Polar Research
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• 제22권2호
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• pp.81-90
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• 2000

Supposed construction of a large port in the mouth of Tuman River requires careful examination of possible unfavorable ecological consequences for the Far Eastern Federal Marine Reserve. Since the Tuman River is the largest source of suspended material and possible contaminants flowing into the sea, and in order to understand how this material is allocated in the coastal zone, analyses are needed to check possible pathways of water transport and circulation system in the region. Linearized shallow water equations were used for numerical simulation of the wind-driven circulation to the north off the Tuman River mouth. The model results satisfactorily agreed with in situ data. The model circulation patterns are largely dependent on the wind direction and are conformed by the distribution of bottom sediments, and by the location of organic carbon and some pollutants accumulation zones. The most unfavorable situation for the Marine Reserve is the case of the southwesterly wind; even with quite moderate wind, the waters polluted by the run-off from the Tuman River can attain the south section of the Marine Reserve during the diurnal period.

• 한국물환경학회지
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• 제27권5호
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• pp.710-718
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• 2011

An integrated water quality management of reservoir and river would be required when the quality of downstream river water is affected by the discharge of upstream dam. In particular, for the control of downstream turbidity during flood events, the integrated modeling of reservoir and river is effective approach. This work was aimed to develop a laterally-averaged two-dimensional hydrodynamic and water quality model (CE-QUAL-W2), by which water quality can be predicted in the downstream of Yongdam dam in conjunction with the reservoir model, and to validate the model under two different hydrological conditions; wet year (2005) and drought year (2010). The model results clearly showed that the simulated data regarding water elevation and suspended solid (SS) concentration are well corresponded with the measured data. In addition, the variation of SS concentration as a function of time was effectively simulated along the river stations with the developed model. Consequently, the developed model can be effectively applied for the integrated water quality management of Yongdam dam and downstream river.

• Journal of Preventive Medicine and Public Health
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• 제23권1호
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• pp.106-116
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• 1990

This study was conducted to investigate of water qualities in the upper and middle reaches of the Han River. For this purpose, water was sampled at Kwangjin and 1st Han-River Bridges of the Han River in Seoul and analysed from August, 1988 to September, 1989. The results are summarized as follows : 1. Water quality at 1st Han-River Bridge was more polluted than that at Kwangjin Bridge. 2. Except biological oxygen demand (BOD), turbidity, suspended solid (SS), dissolved oxygen (DO), DO saturation (DOS), ammonia nitrogen ($NH_3-N$), nitrite nitrogen ($NO_2-N$) and chloride ion ($Cl^-$) at Kwangjin and 1st Han-River Bridges were lower as compared with the previous data before redevelopment of the Han River. 3. SS, DO and pH at Kwangjin and 1st Han-River Bridges could be classified to the 1st grade in environmental water quality standard. DOS at Kwangjin Bridge was over 100% and that at 1st Han-River Bridge was below 100% in the Han River. BOD at Kwangjin Bridge could be classified to End grade and that at 1st Han-River Bridge to 3rd grade in environmental water quality standard. 4. The higher the level of water was, the lower the levels of turbidity and SS, and $NH_3-N$ was decreased with increasing water level at 1st Han-River Bridge. DO was decreased as water temperature went up but DOS was increased with DO. BOD was positively correlated with nitrite-nitrogens. 5. Turbidity and SS at the both sites and Chloride ion ($Cl^-$) at Kwangjin Bridge were increased in July and August. And DO at the both sites and $NH_3-N$ at 1st Han-River Bridge were decreased in at July and August.

• 환경영향평가
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• 제22권6호
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• pp.695-703
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• 2013

Soil erosion and sediment delivery ratio(SDR) were estimated by using HSPF model in 3 tributaries of upper stream of Geum river-basin. Meteorological data and other input data were constructed from 2006 to 2011 year by the HSPF model. Flow and suspended solid results were relatively matched with the measurement data through the calibration and validation of the model. Soil erosion was proportional to the amount of rainfall and the area of watershed based on the results of model calibration and validation. SDR in Moojunamdea stream was the highest and one in Cho stream was the lowest. This was effected by the geographical characteristic. SDR was 17.6% Moojunamdea stream, 9.1% Cho stream and 13.2 % Bocheong stream. As the SDR was effected by watershed area and shape factor in this study area.

• 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.

• 상하수도학회지
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• 제25권5호
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• pp.777-782
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• 2011

The residual treatment facilities in WTP(water treatment plant) play an important role in solid-liquid separation. At present, it is difficult to solve problems related with thickening and dewatering of WTP sludge, and discharging waste water to river. The quantity of residuals generated from water treatment plants depends upon the raw water quality, dosage of chemicals used, performance of the treatment process, method of sludge removal, efficiency of sedimentation, and backwashing frequency. Sludge production by the physical separation of SS(Suspended Solid) occurs under quiescent conditions in the primary clarifier, where SSs are allowed to settle and to consolidate on the clarifier bottom. Raw primary sludge results when the settled solids are hydraulically removed from the tank. In this study, Drawing characteristics of the sludge thickening in the thickener of Water Treatment Plants was simulated by Using CFD(Computational Fluid Dynamics.