• 한국조경학회지
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• 제26권4호
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• pp.59-69
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• 1999

This study examines the existing theories related to detention basin and embodies the calculation process of sediment basin. It investigated the scale of sediment basin by actual measurement at Buju Mountain, Mokpo city which causes the environmental problems like erosion and outflow of sediment due to the excessive development, finds the problems of existing sediment basin by applying and analyzing the physical factors which affect the execution of sediment basin using GIS as the method establishing the scale of sediment basin embodied in this study and then suggests the oteimum scale. Comparing the surface area of the existing sediment basin and of the required one, all of the surface areas of the existing sediment basins were smaller than those of the required one. Therefore, it can be expected that the trap efficient of sediment will be declined. The required one. Therefore, it can be expected that the trap efficient of sediment will be declined. The required minimum depth was fully satisfied, but it is analyzed that the volume of sediment basin will affect the neighboring environment because it can not accomodate the inflow discharge volume except sediment basin C. It is consistent with the actual situation which causes a serious environmental problem due to the overflow of sediment basin during the heavy storm event except sediment basin C and also it verifies the validity of calculation process of establishing optimum sediment basin suggested in this study.

• 한국농공학회논문집
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• 제52권5호
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• pp.87-95
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• 2010

The optimum volume of sediment settling pond is determined by the maximum rainfall and surface peak rate runoff from crop field. Based on analysis of measured rainfall and runoff data, it was found that rainfall intensity of 2 mm/min would result in peak rate runoff from the agricultural field of study area. Optimum pond volume under various slope scenarios were determined using the WEPP model calibrated with measured flow and sediment data for the study watershed. For the agricultural field with the slope of 7 % and area of $2,600\;m^2$ at the study area, at least $6.4\;m^3$ of sediment settling pond is needed as shown in this study. The results presented in this study could be used as a guide in designing appropriate volume of sediment settling pond at highland agricultural areas because both very detailed field measurement and calibrated WEPP model results are used in the analysis.

• 한국음향학회지
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• 제32권1호
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• pp.14-21
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• 2013

연안 및 하구지역은 퇴적물의 침식, 부유, 이동이 활발하게 이루어지며, 이로 인해 유성머드와 같은 고농도의 부유퇴적물 환경이 조성된다. 유성머드는 주로 실트, 점토와 같이 매주 작은 입자들로 이루어져 있는 10 g/l 이상의 고농도 환경으로써, 유성머드의 분포 및 특성 파악을 위해 초음파와 같이 분해능이 우수한 높은 주파수 특성을 이용한 연구가 필요하다. 음파가 부유퇴적물에 의해 산란될 때, 부유퇴적물의 농도가 높아질수록 후방산란강도의 세기가 증가하지만, 점성 및 산란에 의한 감쇠도 함께 증가하기 때문에 농도에 따른 올바른 감쇠계수 보상이 요구된다. 본 논문에서는 5 MHz 주파수 특성을 바탕으로 간이 수조에서 농도에 따른 가상의 유성머드 환경을 조성한 뒤, 후방산란강도를 측정하였다. 또한 Richards의 감쇠계수 모델을 이용하여 부유물의 특성 및 농도에 따른 감쇠계수를 계산하였고, 이를 후방산란강도를 계산하는 소나방정식에 적용하여 부유물 농도에 따른 후방산란강도를 예측하였다. 그 결과 부유물에 의한 감쇠를 보상하지 않았을 경우 부유물 농도 증가에 따라 후방산란강도 값이 함께 증가하는 경향을 보이다가 일정 농도(20 g/l) 이후부터는 부유물의 농도가 증가하여도 후방산란강도가 더 이상 증가하지 않았다. 반면, 농도에 따른 감쇠계수를 보상해 주었을 경우는 부유물 농도 증가에 따라 후방산란강도가 연속적으로 증가하였다. 이러한 결과는 고농도의 부유퇴적물 환경에서 음파에 의한 산란강도를 정확히 예측하기 위해서는 부유물 농도에 따른 감쇠효과 고려가 필요함을 보여준다.

• 농업생명과학연구
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• 제43권4호
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• pp.1-8
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• 2009

The physically based model KINEROS2 was applied to forest road segments for simulating hydrology and sediment production. Data on rainfall amounts, runoff volume, and sediment yields were collected at two small plots in the Yangpyong experimental watershed. The KlNEROS2 model can be parameterized to match the volume of surface flow and sediment yields during seven storm events. Model predictions of hydrology were in good agreement with the observed data at two plots in the year 1997 and 1998. A comparison between the observed and predicted sediment yields indicated that the model provided reasonable estimates, although the model tended to under-estimate for some storm events. The overall result shows that the KINEROS2 model properly represents the hydrology and sediment transport processes in the forest road segments.

• 한국초전도ㆍ저온공학회논문지
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• 제21권2호
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• pp.31-35
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• 2019

Andong-dam was built up in 1967 and it is one of the biggest dams in Korea. Previous studies showed that the sediments are highly contaminated with heavy metals such as arsenic, cadmium, and lead. Many research projects are going on to find out the source of the contamination, to evaluate the toxicities to ecosystem, to estimate the volume of sediment to be treated and to find out a good remediation method. Reports show that the sediment is highly contaminated and the main contamination source is supposed to be abandoned mines and a zinc refinery located upper stream of the river. A magnetic separation has been tested as a treatment method for the dredged sediment. Lab scale test showed that the magnetically captured portion is about 10% in weight but the contamination of heavy metal is much higher than the contamination of the passed portion. This indicates that a magnetic separation could be applied for the purpose of reduction of sediment to be treated and for increasing the volume of low toxic sediments which can be dumped as general waste. A magnetic separation using a HGMS has been tested for the sediment with variable magnetic field and the results showed the higher magnetic field increase the captured portion but the concentrating effect of heavy metal was weakened. Further study is needed to establish a useful technology and optimization between decontamination and reduction of sediment volume.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.232-232
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• 2015

Land use and climate changes are the important factors to determine the runoff and sediment loads from the watershed. The changes also affected to runoff volume/pattern to the dam operation and may cause flood and drought situations in the downstream area. Sirikit Dam is one of the biggest dams in Thailand which cover about 25 % of the runoff into the Central Plain where the Bangkok Capital is located. The study aims to determine the effect of land use change to the runoff/sediment volume pattern and the rainfall-runoff-sediment relationship in the different land use type. Field measurements of the actual rainfall, runoff and sediment in the selected four sub-basins with different type of land use in the Upper Nan Basin were conducted and the runoff ratio coefficients and sediment yield were estimated for each sub-basin. The effect of the land use change (deforestation) towards runoff/sediment will be investigated. The study of the climate change impact on the runoff in the future scenarios was conducted to project the change of runoff volume/pattern into the Sirikit Dam. The improvement of the Sirikit Dam operation rule was conducted to reduce the weakness of the existing operation rules after Floods 2011. The newly proposed dam operation rule improvement will then be evaluated from the water shortage situations in the downstream of Sirikit Dam under various conditions of changes of both land use and climate when compared with the situations based on the existing reservoir operation rules.

• 한국지반환경공학회 논문집
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• 제15권12호
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• pp.109-115
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• 2014

본 연구의 목적은 산지에서 세립사가 포함된 유동체 혼합물이 다양한 경사 각도를 갖는 수로에서 공급유량의 변화에 따른 토사체적농도를 분석한 것이다. 수치모델은 질량보존 및 운동량 보존에 관한 방정식 그리고 세립토와 조립토 방정식에 기초하여 유한차분법을 이용하여 수행되었다. 비탈 경사면 각도 변화에 따른 토사농도 비교에서 경사가 급할수록 토사체적 농도의 급격한 변곡점이 나타났다. 공급유량의 변화에서는 공급유량이 많을수록 Fluctuation이 발생하였고, 토석류의 상태가 난류형으로 변하여 토사가 부유사 형태로 변화되었다. 이는 토석류의 이동속도가 빠르게 됨을 알 수 있다. 포화된 조립토의 변화에 따른 비교에서는 그 길이가 길수록 고농도가 발생하였으므로 사면 안정을 위해서는 사면에서의 침식 가능 여부를 먼저 판단해야 된다. 본 연구의 결과는 강우 변화에 따른 비탈면 하류단에서의 유동체 혼합물의 토석류에 의한 재해를 예측 및 다양한 경사의 비탈면을 갖는 산지 밑에서의 토석류에 의한 재해에 대한 정보를 제공할 것이다. 또한 사면 안정 시 효율적인 사면 경사각도로 설치하는 것과 사면에서의 침식 방지등에 있어 토석류와의 관계성 분석 및 토석류 재해를 막기 위한 다양한 대책을 세우는 데 효과적인 정보를 제공할 것이다.

• Ocean and Polar Research
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• 제24권1호
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• pp.39-45
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• 2002

The seasonal patterns of sediment supply were investigated during the period of June 1999 to June 2000 on a coastal foredune of Seungbong Island, Korea. Sediment supply was determined from measurements of geomorphic changes in the foredune and beach along six lines. Most sands were deposited on the dunefoot and foredune area during the winter and spring, from November to April. The largest amount of sands was deposited along the lines 5 and 6 near the sea-dike in the southern tip of the dune area. In general, the sand on the beach was gradually eroded in spring, summer and fall but deposited in winter. Total sediment accumulation over the study period was $484m^3$ for the foredune and $345m^3$ for the beach. The volume of the foredune increased in the winter and spring, whereas the volume of beach increased in the winter. Variation in sediment deposition appears to be controlled primarily by variations in the seasonal wind regime.

• Smart Structures and Systems
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• 제26권6호
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• pp.781-796
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• 2020

Prediction of total sediment load is essential in an extensive range of problems such as the design of the dead volume of dams, design of stable channels, sediment transport in the rivers, calculation of bridge piers degradation, prediction of sand and gravel mining effects on river-bed equilibrium, determination of the environmental impacts and dredging necessities. This paper is aimed to investigate and predict the total sediment load of the Wadi Arbaat in Eastern Sudan. The study was estimated the sediment load by separate total sediment load into bedload and Suspended Load (SL), independently. Although the sediment records are not sufficient to construct the discharge-sediment yield relationship and Sediment Rating Curve (SRC), the total sediment loads were predicted based on the discharge and Suspended Sediment Concentration (SSC). The turbidity data NTU in water quality has been used for prediction of the SSC in the estimation of suspended Sediment Yield (SY) transport of Wadi Arbaat. The sediment curves can be used for the estimation of the suspended SYs from the watershed area. The amount of information available for Khor Arbaat case study on sediment is poor data. However, the total sediment load is essential for the optimal control of the sediment transport on Khor Arbaat sediment and the protection of the dams on the upper gate area. The results show that the proposed model is found to be considered adequate to predict the total sediment load.

• 한국수자원학회논문집
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• 제48권1호
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• pp.1-8
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• 2015

본 논문에서는 지난 20여 년간의 낙동강 하상변동 자료와 준설 및 골재채취 자료, 그리고 지류로부터 유입되는 유사량 관측 자료 및 수치모의 자료 등을 조사, 검토, 분석하여 4대강살리기 사업 전의 낙동강 하도에서의 개괄적인 유사수지 특성을 분석하였다. 4대강살리기 사업 전 낙동강 하도의 유사수지분석 결과, 유역에서 하도로 유입된 유사량은 $2,100,000m^3/yr$이며 낙동강으로부터 유출 또는 준설된 유사유출 총량은 $10,180,000m^3/yr$인 것으로 나타났다. 따라서 유사수지 분석을 통해 산정된 낙동강 하도에서의 하상변동량은 $-8,080,000m^3/yr$으로 하상이 침식된 것으로 나타났으며 이는 실제 하도측량 자료 분석을 통해 도출된 낙동강 본류의 자연적 그리고 인위적인 하상변동량($-8,300,000m^3/yr$)과 유사한 것으로 나타났다.