• 상하수도학회지
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• 제21권2호
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• pp.187-193
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• 2007

Reynolds and Froude numbers, along with tracer tests, have been widely used to estimate hydrodynamics in full-scale horizontal sedimentation basin in water treatment plants (WTPs). In spite of this, the former numbers do not reflect actual operating conditions, instead most often being based on the dimensions of the structures. The index and graphic analyses most often used were found to be too subjective to accurately analyze tracer test results. In order to overcome these limitations, dispersion number was applied for analysis of tracer test results. Tracer tests were conducted in eight full-scale sedimentation basins in six WTPs, and then analyzed by index and graphic analyses as well as by dispersion number. The dispersion number was more useful as an indicator of the hydrodynamic behavior in the basin. It was also found that as dispersion number decreased, flow approached the ideal for plug flow in which case, higher sedimentation efficiency could be expected.

• Membrane and Water Treatment
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• 제9권3호
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• pp.173-179
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• 2018

Microcystin-LR, one of algal toxins induced by the eutrophication of a reservoir, is known to be harmful to human by adversely affecting our liver and brain. Hypochlorous acid is very efficient to remove Microcystin-LR in a clear well. The previous researches showed that CT, pH and temperature affected removal rate in batch tests. It was noted that hydrodynamic properties of clear well could also influence its removal rate. A mathematical model was built using an axial dispersion reactor model and software was used to simulate the removal rate. The model consisted of the second order differential equations including dispersion, convection, Microcystin-LR reaction with chlorine. Kinetic constants were obtained through batch tests with chlorine. They were $0.430{\times}10^{-3}L/mg/sec$ and $0.143{\times}10^{-3}L/mg/sec$ for pH 7.0 and 8.1, respectively. The axial dispersion reactor model was shown to be useful for the numerical model through conservative tracer tests. The numerical model successfully estimated the removal rate of Microcyctin-LR in a clear well. Numerical simulations showed that a small dispersion number, low pH and long hydraulic retention time were critical for higher removal rate with same chlorine dosage. This model could be used to optimize the operation of a clear well during an eutrophication season.

• 대한공간정보학회지
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• 제19권3호
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• pp.107-114
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• 2011

본 연구에서는 격자 형태의 지형학적 분산 개념을 이용한 유출해석 시 적절한 격자 해상도 선정을 위해 배수경로 길이의 통계학적 특성과 유역의 동수역학적 매개변수의 변화 양상을 살펴보았다. 배수경로 길이는 지리정보체계의 8방향 흐름방향 알고리즘을 이용하여 산정하였으며, 이로부터 유역의 동수역학적 매개변수를 산정하였다. 분석을 위해 사용된 지형도는 보편적으로 널리 사용되고 있는 1:5,000과 1:25,000 축적을 이용하였으며 각각 5, 10, 15, 20 m와 20, 30, 50, 100, 150, 200 m의 격자 크기를 적용하였다. 분석결과 하천망의 규모에 따라 격자 해상도별 배수 경로 길이의 통계적 특성이 변화함을 볼 수 있었으며, 이로 인해 유역의 동수역학적 매개변수 역시 변화함을 볼 수 있었다. 이러한 변화양상들을 종합적으로 판단하여 볼 때 격자 형태의 지형학적 분산 개념을 이용하여 유출해석을 수행할 경우 1:5,000 지형도의 경우 하천망이 발달된 유역은 격자 해상도 5m, 하천망의 발달이 적은 지역의 경우에는 5~20m의 격자 해상도에서 유역의 지형학적 특성과 동수역학적 특성을 적절히 표현하는 것으로 나타났으며, 1:25,000 지형도는 두 경우 모두 50 m 이하에서 이상의 특성들을 비교적 적절히 표현하는 것으로 나타났다.

• 수산해양교육연구
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• 제28권3호
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• pp.831-840
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• 2016

Hydrodynamic condition can be used to predict particle movement within water column and the results used to optimize environmental conditions for effective site selection, setting of environmental quality standard, waste dispersion, and pathogen transfer. To predict the extent of movement of particle from land, 3D hydrodynamic model that includes particle tracking module was applied to Geoje Bay and to calibrate particle tracking model, floating buoy measurement is operated. The model results show that short time is required for particles released into system from river to be transported to the shellfish farming area. It takes about 2 days for the particles to shellfish farming area under mean flow condition. It meant Geoje Bay, especially shellfish farming area is vulnerable to anthropogenic waste from river.

• 상하수도학회지
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• 제10권3호
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• pp.64-72
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• 1996

The one of the most important factors we shoud consider in designing the processes using porous media such as activated carbon adsorber is the prediction of the breakthrough curve. In this study, the breakthrough curve of BAC process for the treatment of refractory pollutants was evaluated by simplified engineering analysis. Through the experiments, the slope of the breakthrough curve can be determined by retardation factor, R and apparent dispersion coefficient, $D_{app}$ which is determined by hydrodynamic dispersion, mass transfer effects and isotherm. Estimated concentration of effluent was agreed with the experimental values. Also, it is possible to use this method for predicting the breakthrough curve of the pollutants removal and tranport of pollutants in porous media.

• 대한환경공학회지
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• 제28권11호
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• pp.1168-1179
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• 2006

비정상상태인 하천의 흐름에 대한 물질 분산의 수치모형(2DNHPDM)을 실제의 강우유출시, 전남 순천 이사천에서 관측된 자료를 적용하여 해석의 신뢰성을 검토했다. 2005년 5월 7일 10시간 지속된 강우사상에 대하여 관측은 35시간 이루어졌다. 하천 내의 일곱 지점을 선정하여, 수위, 유속, 유량, COD를 1시간 간격으로 측정하였다. 제작된 모형을 자연 하천에 적용하여 비정상상태의 흐름을 재현할 수 있었으며, 하천 흐름의 종횡방향 혼합에 영향을 미치는 물리적 과정이 모의되었다. 지천에서의 유입부하 및 비점오염원의 유입부하에 대한 하천의 오염물질 혼합에 대해서도 모형을 적용한 결과, 양호한 재현성을 확인할 수 있었다.

• 대한환경공학회지
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• 제33권1호
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• pp.16-24
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• 2011

EFDC 모델을 이용하여 대산항 인근해역의 유속장을 재현하고 개발에 의한 인근 해역의 부유사(SS) 확산현상에 대한 수치 모사가 수행되었다. 대산항 인근 해역의 유속장 재현을 위한 해수유동 수치모형 실험은 EFDC 2차원 모델을 사용하여 조위 시계열 검증 및 조화분석을 통한 검증을 실시한 결과 양호한 재현성을 나타내었다. 대산항 주변해역의 해수 유동장을 이용하여 부유사 확산 수치 실험 결과, 항로 준설시를 부유사(SS)의 확산양상은 창조류시와 낙조류시에 각각 동향~북동향, 서향~남서향으로 확산이 진행되고 있었다. 또한 부유사(SS)의 확산은 시간이 지날수록 대산항 전면해역 및 난지도 주변해역, 가로림만 입구부에서 넓게 분포하는 것으로 나타나 공사가 장기적으로 진행된다면 그 영향은 가중되어 환경오염문제가 심화될 것으로 생각된다.

• 해양환경안전학회지
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• 제5권1호
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• pp.9-18
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• 1999

To predict the oil spill dispersion phenomena in the ocean, the oil spill response model, which can be used for strategic purpose on the oil spill site, based on Lagrangian particle-tracking method was formulated and applied to the neighboring area with Pusan port where the oil spill incident occurred when the tanker ship No.1 Youil struck on a small rock near the Namhyungjeto on September 21, 1995. The real-time tidal currents to be required as input data of the oil spill model were obtained by the two-dimensional hydrodynamic model and the tide prediction model. Evaluation of tidal currents using observation data was successful. For wind data, other input data of oil spill model, observed data on the spot were used. To verify the oil spill model, the oil spill modelling results were compared with the field data obtained from the spill site. Compared the modelling results with the observation data, there exist some discrepancies but the general pattern of modelling results was similar to that of field observation. The modelling results on 7 days after spill occurred showed that the 40% of spilled oil is in floating, 36% in evaporated, 23% at shore, and 1% in out of boundary, respectively. According to the evaluation of weighting curves of effective components to the dispersion of oil, the winds make a 37% of contribution to the dispersion of oil, turbulent diffusion 39.5%, and tidal currents 23.5%, respectively. Provided the more accurate wind data are supported, more favorable results might be obtained.

• Biotechnology and Bioprocess Engineering:BBE
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• 제11권3호
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• pp.268-272
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• 2006

A dense, pellicular UpFront adsorbent ($p=1.5 g/cm^3$, UpFront Chromatography, Cophenhagen, Denmark) was characterized in terms of hydrodynamic properties and protein adsorption performance in expanded bed chromatography. Cibacron Blue 3GA was immobilised into the adsorbent and protein adsorption of bovine serum albumin (BSA) was selected to test the setup. The Bodenstein number and axial dispersion coefficient estimated for this dense pellicular adsorbent was 54 and $1.63{\times}10^{-5}m^2/s$, respectively, indicating a stable expanded bed. It could be shown that the BSA protein was captured by the adsorbent in the presence of 30% (w/v) of whole-yeast cells with an estimated dynamic binding capacity $(C/C_o = 0.01)$ of approximately 6.5 mg/mL adsorbent.

• 한국환경과학회지
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• 제8권3호
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• pp.355-361
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• 1999

The aim of this study is to develop the water quality simulation model (BAYQUAL) that deal with the physical, chemical and biological aspects of fate/behavior of pollutants in the bay. BAYQUAL is a two dimensional, time-variable finite element water quality model based on the flow simulation model in bay(BAYFLOW). The algorithm is composed of a hydrodynamic module which solves the equations of motion and continuity, a pollutnat dispersion module which solves the dispersion-advection equation. The applicability and feasibility of the model are discussed by applications of the model to the Kwangyang bay of south coastal waters of Korea. Based on the field data, the BAYQUAL model was calibrated and verified. The results were in good agreement with measured value within relative error of 14% for COD, T-N, T-P. Numerical simulations of velocity components and tide amplitude(M2) were agreed closely with the actual data.