• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(1)
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• pp.402-402
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• 2005

• 한국환경과학회지
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• 제30권7호
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• pp.507-517
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• 2021

In this study, the bathymetric data acquired from 2018 to 2020 and the precipitation and suspended sediment data were analyzed for changes in bathymetry owing to the discharge from the Nakdong River barrier and environmental factors, especially the torrential rain in 2020. Sediment erosion and deposition processes are repeated because of complex environmental factors such as discharge from the Nakdong River barrier and the influence of waves generated from the external sea. In the first half of the year after the dry season, bathymetric data showed relative erosion trends, whereas in the second half after the flood season, deposition trends were identified owing to the increase in sediment transport. However, the data from the second half of 2020 showed a large amount of erosion, resulting in tendencies different to those of erosion in the first half and deposition in the second half of the year. This result is judged to be influenced by the weather in the summer of 2020. The torrential rain in the summer of 2020 resulted in a higher force of erosion than that of deposition. In summary, the tendency for erosion is more significant than that of sedimentation, especially in the main channel area of the Nakdong River.

• 한국농공학회논문집
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• 제60권3호
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• pp.135-148
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• 2018

Reservoir sedimentation is a major environmental issue, and various sediment load controls and plans have been proposed to secure clean and safe water resources. The objectives of this study were to estimate soil loss in the upper basins and predict sediment deposition in Ipjang reservoir using hydrologic and hydraulic model. To do so, SWAT (Soil and Water Assessment Tool) and EFDC (Environmental Fluid Dynamics Code) was used to estimate soil loss in two upper basins and to predict spatial distribution and amount of sediment deposition in the Ipjang reservoir, respectively. The hydrologic modeling results showed that annual average soil loss from the upper basins was 500 ton. The hydraulic modeling results demonstrated that sediment particles transported to the reservoir were mostly trapped in the vicinity of the reservoir inlet and then moved toward the bank over time. If long-term water quality monitoring and sediment survey are performed, this study can be used as a tool for predicting the dredging amount, dredging location and proper dredging cycle in the reservoir. The study findings are expected to be used as a basis to establish management solutions for sediment reduction.

• 한국수자원학회논문집
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• 제38권3호
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• pp.223-233
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• 2005

본 연구에서는 분포형 모형과 셀의 유입, 유출 및 저류량에 대한 질량보존의 법칙을 이용하여 토사의 이송 및 퇴적분포예측기법을 개발하였다. 모형은 (a) 토사침식 예측 (b) 흐름방향 및 유출량 산정 그리고 (c) 토사에 대한 질량보존의 법칙에 따른 셀별 토사이동량 산정의 세 단계로 구성되었다. 토양침식은 범용토양손실공식(USLE)을 활용하였으며 분포형 모형에서의 경사장(L) 산정은 일방향(SF)과 다방향 흐름 알고리즘(MF)을 사용하였다. 경사(S) 산정을 위해서는 Maximum Downhill Slope Method (MDS) and the Neighborhood Method (NBH) 기법을 활용하였고 셀별 토양의 이동은 Ferro등(1998)과 Swift (2000)의 토사전달률(DR)개념을 적용하였다. 개발된 모형은 시험유역의 실측 토사량과의 비교검토를 통하여 검증하였다. 3개의 농업용 저수지 유역에 적용한 결과, Ferro의 토사전달률 산정공식과 MDS, MF 기법을 이용한 해석이 저수지의 운영기록과 가장 유사한 결과를 제시한다는 사실을 확인할 수 있었다.

• 한국지반환경공학회 논문집
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• 제9권5호
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• pp.21-27
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• 2008

퇴사는 하천과 저수지의 기능을 저해하는 주요 요소 중 하나로 취수구 부분의 펌프 임펠러 손상 등 많은 문제점을 내포하고 있다. 따라서 저수지의 운영 및 계획, 수자원의 효율적 활용을 위해서는 정확한 퇴사량 산정이 이루어져야 한다. 본 연구의 목적은 경상북도 운문호 2차원모형(SMS)을 이용한 퇴사량 예측에 있다. 계획홍수위(EL.152.12m)의 저수용량과 비교할 경우 RUSLE모형의 경우 50년 후 $2,084.09{\times}10^6m^3$, 100년 후 $2,196.65{\times}10^6m^3$로 감소하는 것으로 나타났다. 2차원 모형의 경우 50년 후의 저수량은 $2,227.41{\times}10^6m^3$, 100년 후에 저수량은 $2,121.47{\times}10^6m^3$로 감소하는 것으로 나타났다. 적용결과 2차원모형은 저수지 퇴사량 산정에 매우 유용할 것으로 판단된다.

• 한국환경과학회지
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• 제2권2호
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• pp.123-133
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• 1993

Shingal reservoir is a relatively small (211ha) and shallow impoundment, and approximately 25 ha of its sediment is exposed after spring drawdown. At least 14 vascular p13n1 species germinate on the exposed sediment, but Persimria vulgaris Webb et Moq. quickly dominates the vegetation. In order to estimate the role of the vegetation in the dynamics of heavy metal pollutants in the reservoir, Cu concentration of water, fallout particles, exposed sediment, and tissues of p. vulgaris, Ivas analyzed. Cu content in reservoir water decreased from $13.10mg/m^2$ on May 15 (before dralvdown) to $3.08mg/m^2$ in June 1 (after drawdown), mainly due to the loiwering of water level. Average atmospheric deposition of Cu by fallout particles was $10.84 {\mu}g/m^2/day$. Cu content in the surface 15cm of exposed sediment decreased from $5.094g1m^2$ right after drawdown, to $0.530g/m^2$ in 41 days, which is a 89.6% decrease. Therefore up to 99.7% of Cu in the reservoir appears to exist in the sediment. only 0.3% in water If the rate of atmospheric Input by fallout particles is assumed to have been the same since 1958, when the reservoir was completed, cumulative input of Cu during the 38 years would have been $150.35mg/m^2$, which is only 3.0% of Cu content in sediment right after drawdown. Therefore, most of Cu in the Shingal reservoir must have been transported by the Shingal-chun flowing into the reservoir, Standing crop of vegetation on the exposed sediment 41 days after drawdown was $730.67g/m^2$, of which 630.91g/m2 was p. vulgaris alone, and Cu content in P vulgaris at this time was $6.612mg/m^2$. This was only 0.13% of Cu in the exposed sediment, but was 50.5% of Cu in water before drawdown, or 167% of the average annual input of Cu by atmospheric deposition. If other plants were assumed to absorb Cu to the same concentration as p. vulgaris, total amount of Cu absorbed in 41 days by vegetation on the exposed sediment is estimated to be 1913.3 g, which is a considerable contribution to the purification of the reservoir water.

• 한국환경과학회지
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• 제2권2호
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• pp.29-29
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• 1993

Shingal reservoir is a relatively small (211ha) and shallow impoundment, and approximately 25 ha of its sediment is exposed after spring drawdown. At least 14 vascular p13n1 species germinate on the exposed sediment, but Persimria vulgaris Webb et Moq. quickly dominates the vegetation. In order to estimate the role of the vegetation in the dynamics of heavy metal pollutants in the reservoir, Cu concentration of water, fallout particles, exposed sediment, and tissues of p. vulgaris, Ivas analyzed. Cu content in reservoir water decreased from $13.10mg/m^2$ on May 15 (before dralvdown) to $3.08mg/m^2$ in June 1 (after drawdown), mainly due to the loiwering of water level. Average atmospheric deposition of Cu by fallout particles was $10.84 {\mu}g/m^2/day$. Cu content in the surface 15cm of exposed sediment decreased from $5.094g1m^2$ right after drawdown, to $0.530g/m^2$ in 41 days, which is a 89.6% decrease. Therefore up to 99.7% of Cu in the reservoir appears to exist in the sediment. only 0.3% in water If the rate of atmospheric Input by fallout particles is assumed to have been the same since 1958, when the reservoir was completed, cumulative input of Cu during the 38 years would have been $150.35mg/m^2$, which is only 3.0% of Cu content in sediment right after drawdown. Therefore, most of Cu in the Shingal reservoir must have been transported by the Shingal-chun flowing into the reservoir, Standing crop of vegetation on the exposed sediment 41 days after drawdown was $730.67g/m^2$, of which 630.91g/m2 was p. vulgaris alone, and Cu content in P vulgaris at this time was $6.612mg/m^2$. This was only 0.13% of Cu in the exposed sediment, but was 50.5% of Cu in water before drawdown, or 167% of the average annual input of Cu by atmospheric deposition. If other plants were assumed to absorb Cu to the same concentration as p. vulgaris, total amount of Cu absorbed in 41 days by vegetation on the exposed sediment is estimated to be 1913.3 g, which is a considerable contribution to the purification of the reservoir water.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.161-166
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• 2004

Research for deposits in Nakdong eatuary that research about Nakdong eatuary's sediment flows out in Nakdong-kang so far had been progressed but research about deposits that is flowed in open sea is insufficient. Observed Nakdong eatuary's characteristic of sediment transfer through observation during the second during Buteo 20 days on February 6, 2004 in this research Resuspension bed load Flux appeared high the first result St.4 point and St.5 point. St.4 branch had much bed load amount that is flowed in the east, and bed load that St.5 branch is flowed in the south appeared much Tendency such as the first showed in the second result, but compare with the first result and St.5 branch had much bed load that is transfer in end. Bed load that is transfer in observation result Nakdong river was less. As this, can know that amount of sediment that is transfer in open sea more than deposits that is transfer in Nakdong river is much Is expected to exert effect that deposits that is transfer in open sea is high in Nakdong estuary's topography change. Specially, observation result is expected that Nakdong estuary's deposition tendency becomes Jinwoodo southern and Shinho southern.

• 한국항만학회지
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• 제14권4호
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• pp.451-461
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• 2000

The design and maintenance of navigation channel and water facilities of an harbor which is located at the mouth of river or at the estuary area are difficult due to the complexity of estuarial water and sediment circulation. Effects of deepening navigable waterways, of changing coastline configurations, or of discharging dredged material to the open sea are necessary to be investigated and predicted in terms of water quality and possible physical changes to the coastal environment. A borad analysis of the transport mechanism in the estuary area was made in terms of sediment property, falling velocity, concentration and flow characteristics. In order to simulate the transport processes, a two-dimensional finite element model is developed, which includes erosion, transport and deposition mechanism of suspended sediments. Galerkin’s weighted residual method is used to solve the transient convection-diffusion equation. The fluid domain is subdivided into a series of triangular elements in which a quadratic approximation is made for suspended sediment concentration. Model could deal with a continuous aggregation by stipulating the settling velocity of the flocs in each element. The model provides suspended sediment concentration, bed shear stress, erosion versus deposition rate and bed profile at the given time step.

• 해양환경안전학회지
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• 제16권2호
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• pp.161-168
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• 2010

본 연구에서는 낙동강 하구 삼각주 지형의 형성 및 발달에 관한 기초적 현장조사 연구로서 사주 퇴적의 원인물질인 해안 표층표사의 퇴적속도를 정량적으로 평가하고자 하였다. 이를 위해 연안사주 중 진우도 및 도요등 전면해역의 사주퇴적현상이 급격하게 발생하는 해안선 지역에 표층 표사의 거동 분석을 위한 현장관측실험구를 설치하고 약 1년간 약 1개월 간격으로 지반고를 측정하여 그 결과를 분석하였다. 얻어진 결과를 요약하면 다음과 같다. (1) 관측기간동안의 일별 침식 퇴적속도 계산 결과, 진우도(St. 1)에서의 침식 퇴적속도는 -1.39~3.56cm/day이며, 도요등(St. 2)의 경우에는 -4.0~3.07cm/day이었다. (2) 관측기간동안 2회의 태풍 내습에도 침식 및 퇴적량이 그리 크게 나타나지 않는 반면에 태풍내습후 10월경에 최대 표사이동량이 나타났다.