• Journal of Korean Society on Water Environment
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• v.20 no.6
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• pp.703-707
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• 2004

In this study, a simple regression model is proposed in order to analyse the effect of population and urban land use on the water quality of Paldang lake, Gyeonggi. As a comparison result with Qua12E water quality model, the proposed model shows very good predicting performance in simulating several alternative scenarios. In order to accomplish BOD 1ppm of Paldang lake, various model applications show that the population incoming and urban land use management should be afoot in addition to stricter outflow water quality from sewer treatmement systems.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.497-497
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• 2016

페루의 Rimac강은 수도인 Rima시를 관통하는 강으로 각종 용수공급 등의 기능을 담당하는 중요한 강이지만 광산, 공장 및 도시 등 점?비점오염원으로 인해 오염이 심각해지고 있는 실정이다. 본 연구에서는 Rimac강의 하천복원을 위하여 3단계 수질개선 목표를 설정하고 각 단계별 BOD, TP 및 중금속(Al, As, Cd, Fe) 예측을 수행함으로써 목표달성 가능 평가를 수행하였다. Rimac강 지류인 Rio Santa Eulalia 하천 유입후부터 하구까지 총 57 km를 대상으로 4개의 대구간(Reach), 57개의 소구간(Element)으로 구분하여 QUAL2E 모델을 구축하였다. 2013년을 대상으로 저유량시기(건기)인 12월과 고유량시기(우기)인 1월을 대상으로 BOD, TP, Al, As, Cd, Fe의 모델 재현성을 검토한 결과, Rimac강 하류의 Huaycoloro강 유입이후 BOD, TP가 증가하는 현상을 적절히 재현하는 것으로 나타났다. 중금속은 Romac강 상류와 하류 Huaycoloro강 유입 수질 농도차이가 크지 않아 거리별로 일정한 농도를 나타내는 것으로 모의되었으나 실측정값은 하구로 갈수록 낮아지는 경향이 다소 나타났지만 대체적으로 실측값의 경향을 따르는 것으로 모의되었다. 수질개선 시나리오는 1단계(2016-2018년), 2단계(2019-2021년) 및 최종 3단계(2022-2024년)로 구분하여 저유량시기와 고유량시기의 수질개선 대책에 따른 수질변화를 예측하여 Rimac강 하류의 대표 지점인 La Atargea 취수장 지점에서 목표수질 달성여부를 평가하였다. 저유량시기의 경우, BOD는 1단계 이후 5.9 mg/L에서 목표수질 5.0 mg/L 이하로 농도가 감소되었으며 최종 3단계에 2.2 mg/L로 63.3% 개선하는 것으로 예측되었다. TP는 1단계 25.8% 개선, 3단계는 51.6% 개선되어 목표수질인 0.15 mg/L를 만족하는 것으로 예측되었다. 중금속의 경우 Cd는 당초 수질목표를 만족시키는 상황이었으며 그 외 항목은 Al>As>Fe 순으로 개선효과가 나타났고, 3단계 이후 모두 목표수질을 달성할 것으로 예측되었다. 고유량시기 수질예측 결과, 1단계 BOD, TP는 약 49, 19% 저감효과가 나타났으며 3단계 이후 57, 25%까지 개선되는 것으로 예측되어 목표수질을 만족시키는 것으로 분석되었다. 중금속은 Al이 가장 큰 개선 효과가 나타났으며 3단계에서 77.5%의 개선 효과가 분석되었다. 페루 리막강 유역 수질개선 대책 수립에 따른 수질개선효과 분석 결과, 3단계까지 모든 수질항목의 목표수질 달성이 가능한 것으로 분석되었으나 TP, Al 및 As의 경우에 2단계까지 목표수질 달성이 어려워 더욱 체계적인 관리가 필요할 것으로 판단되었다.

• Journal of the Korean Ceramic Society
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• v.33 no.1
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• pp.119-125
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• 1996

Magnetic properties through controlled nucleation and crystallization wer studied for ferrimagnetic 40Fe2O3-20CaO-40SiO2 glass useful as thermoseeds for hyperthermia of tumor therapy. The maximum nucleation and crystal growth temperature are $700^{\circ}C$ and 100$0^{\circ}C$ respectively. The glass showed the maximum saturation magnetization of 168.4 emu/cm3 when nucleated $700^{\circ}C$ for 60 min and crystal grown at 100$0^{\circ}C$ for 4hrs. The maximum coercive force was 390 Oe when uncleated $700^{\circ}C$ for 60 min and crystal grown at 975$^{\circ}C$ for 2 hrs. The variation of the saturation magnetization could be well quantitatively interpreted in terms of the volume fraction of the magnetite whereas that of the coercive forces could be explained only qual.itatively in terms of the particle size of the magnetite. Hysteresis losses showed the maximum value of 0.18W/cm3 when heat treated at 100$0^{\circ}C$ for 4 hrs pre-necleated at $700^{\circ}C$ for 60 min and temperature increase of 7K under AC magnetic field of 10 kOe and 10kHz.

• Magazine of the Korean Society of Agricultural Engineers
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• v.39 no.2
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• pp.97-103
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• 1997

DO concentration in the aquatic system is important for the water quality management perspective. Water quality model uses available reaeration coefficient (K2) estimation equations in calculating DO, however, they might include inevitable uncertainty that the model output can be less reliable. In this study, the calibrated QUAL2E model for the Passaic River in New Jersey, U.S., was used to examine the effect of K2 estimation equation on the output DO concentration of the river. The model was run with six commonly used equations separately with all the other conditions remained same. The result showed that the output DO concentration profiles varied widely with different equations, and maximum difference was 4.96 mg/L for the same location which is unacceptably large. It implies that the development of reliable equation is required for proper water quality management. The unreliable model output can lead to a wrong decision in water quality management such as unnecessarily high or too low treatment of wastewater, which will cause serious effect on the community economically and socially in either case. Generating more reliable model output with slight investment to develop a site specific K$_2$ equation can improve the decision making process significantly and is highly recommended.

• Journal of Korea Water Resources Association
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• v.46 no.12
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• pp.1181-1191
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• 2013

This study have implemented finding the optimal water temperature parameter set for Hapcheon dam reservoir using CE-QUAL-W2 model. In particular the sensitivity analysis was carried out for four water temperature parameters of wind sheltering coefficient (WSC), radiation heat coefficient (BETA), light extinction coefficient (EXH2O), heat exchange coefficient at the channel bed (CBHE). Firstly, WSC, BETA, EXH2O shows relatively high sensitivity in common during April to September, and CBHE does during August to November. Secondly, as a result of identifying depth range of parameter influence, BETA and EXH2O show 0~9 m and 8~14 m which is thermocline layer close to water surface, CBHE is deep layer 12 m away from bottom. Finally, applying annual or monthly optimal parameter sets indicates that the bias between two sets does not show much differences for WSC and CBHE parameters, but BETA and EXH2O parameters show $0.20^{\circ}C$ and $0.51^{\circ}C$ of monthly average biases for two parameter sets. In particular the bias reveals to be $0.4^{\circ}C$ and $1.09^{\circ}C$ during May and August that confirms the necessity of use of monthly parameters during that season. It is claimed that the current operational custom use of annual parameters in calibration of reservoir water quality model requires the improvement of using monthly parameters.

• Journal of Korean Society on Water Environment
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• v.30 no.4
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• pp.429-440
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• 2014

This study was conducted to investigate the main cause of water quality deterioration during the spring season in the transition zone between the South Han River and the river-reservoir Paldang. A water quality model modified from QUAL2E (U.S.EPA) was used, and the model showed that eutrophication and algal production in the low flow season affected about 60% of the organic pollution at the downstream of the South Han River. This result means that phosphorus control is prior to external organic material management to ameliorate the deterioration of water quality in the water body.

• Korean Journal of Optics and Photonics
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• v.11 no.2
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• pp.85-90
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• 2000

The image quality of CRT displays is descnbed by the physical characteristics such as luminance, contrast, address ability, viewing distance, and so on. However, the final evaluation of rmage quality is deteITIlllled by not phYSICal data, but subjective perceived Image quality. Therefore the correlation is compared the score of subjective image qualIty accompli~hed by several persons with calculated SQRI (SQuate Root Integral) value uSlllg 4 kInds of CRT monitors. And the influence of tile physical chatac1eristics for subjective Image quality is analyzed on the basis of the validity of SQRI method as a metric for the evaluation of subjective image quality. ality.

• Special Issue of the Society of Naval Architects of Korea
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• 2008.09a
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• pp.1-9
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• 2008

This report contains the results of structural analysis for the verification of the optimum offset range on the top of T-Bar with stiffener and BKT using at DSME Offset range as $6.0{\sim}10.0mm$ based on the 3-D FE analysis and experimental results of angie type stiffener as described in Annex 1 has been used as yard standard over ten (10) years under all Classification approval. Recently, Owner and Class have requested the confirmation for the misalignment based on the Yard's Standard so that a couple of locations for LNGC and LPGC has been investigated the structural strength by FE method using the offset ranges from 0.0 to 18.0 mm.

• Journal of Korean Society on Water Environment
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• v.30 no.1
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• pp.31-43
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• 2014

Recently, Andong Reservoir and Imha Reservoir located in Nakdong River basin (Korea) are being connected by a tunnel (length 2km, diameter 5.5m) for a conjunctive use. The objectives of this study were to construct a two dimensional(2D) laterally-averaged model for two reservoirs, and examine the effects of connection on the water transportation and temperature stratification in the reservoirs. The 2D models for each reservoir were calibrated using field data obtained in 2006, and applied to the linked system for the year of 2002 when a severe flood intruded into Imha Reservoir during the typhoon Rusa. Simulation results showed that 364 million $m^3$ of water can be conveyed from Imha to Andong, while 291 million $m^3$ of water from Andong to Imha after connection. It resulted in 1.38 m increase of annual averaged water level in Andong Reservoir, whereas 3.75 m decrease in Imha Reservoir. The structures of thermal stratification in both reservoirs were influenced in line with the flow exchanges. In Andong Reservoir, the location of thermocline moved upward about 10 m compared to an independent operation. The results imply that the persistent turbidity issue of Imha Reservoir might be shifted to Andong Reservoir during a severe flood event after connection.

• Journal of Korean Society on Water Environment
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• v.23 no.6
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• pp.807-813
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• 2007

Settling velocity is one of major parameters determining algal biomass in water quality modeling. In this study, the settling velocity of phytoplankton was measured in reservoir and stream sites of the Nakdong River, Korea. Settling velocities of various phytoplankton species were determined by measuring algal cell biomass settled in a sedimentation cylinder. Mean settling velocities were $0.22m\;day^{-1}$ in reservoir sites and $0.33m\;day^{-1}$ in stream sites, which were relatively higher compared with other default values suggested by water quality models (e.g. $0.1m\;day^{-1}$ in CE-QUAL-W2). The lower settling velocity in reservoirs than in stream implies the adaptation of phytoplakton to low turbulence in lentic environments. Cyanobacteria showed lower settling velocity ($0.2m\;day^{-1}$) than diatoms ($0.3m\;day^{-1}$), and this phenomenon may have resulted from buoyancy mechanisms of cyanobacteria. Cell volume did not show a significant correlation with settling velocity in this study, implying that conformation factors of colonies or other factors had large effects on settling velocity of algal cells as well as cell size. The result of this study may suggest proper coefficients of settling velocity of phytoplankton in the calibration of water quality model.