• Title/Summary/Keyword: 퇴적속도

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Release of Heavy Metals into Water from the Resuspension of Coastal Sediment (연안 오염퇴적물의 재부상에 의한 중금속의 수계용출특성)

  • Song, Young-Chae;Subha, Bakthavachallam;Woo, Jung-Hui
    • Journal of Korean Society of Environmental Engineers
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    • v.36 no.7
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    • pp.469-475
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    • 2014
  • The study investigated the physicochemical characteristics and the ecological risk of the Northport sediment in B city and the releasing properties of heavy metals into seawater during the resuspension also studied. The major components of the sediment are fine silt and clay which contains high organic matter and AVS (Acid volatile sulfide) and the ecological risk of the heavy metals in sediment also very high. The release rate of heavy metals into seawater was in order of Pb>>Cu>Cr>>Zn>Cd during the resuspension in a batch experiment, and the heavy metal release mainly attributed to the oxidation of metal sulfides. Heavy metals which came from easily oxidisable metal sulfides rapidly contaminated seawater within about 1.0 h of the sediment resuspension. The sulfide oxidation during the resuspension increased the residual fraction of heavy metals in the sediment, decreased the organic bound fraction, and changed the other fractions of heavy metals in the sediment. The release of heavy metals from the sediment during resuspension was affected by the resuspension time, the oxidation rate of metal sulfides and resuspended concentration of the sediment particle.

Influence of Land Use Change in the Forest Catchment on Sediment Accumulation at the Outlets of Rivers: Results of a Study in Kushiro Mire, Northern Japan (산림유역 개발이 하천 출구의 토사 퇴적에 미치는 영향: 일본 쿠시로습지의 연구결과)

  • Ahn, Young Sang;Nakamura, Futoshi
    • Journal of Korean Society of Forest Science
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    • v.98 no.6
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    • pp.669-675
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    • 2009
  • The purpose of this study was to examine the influence of land use change in the forest catchment on sedimentation rate at the outlets of rivers in Kushiro Mire that have been impacted by forest clearing, agricultural activity and river regulation. We analysed Caesium-137(Cs-137) concentration in sediment cores, and we estimated sedimentation rates and Cs-137 inventories over the last 50 years. Cs-137 from atomic bomb testing first entered the environment in 1954 which provides easily identifiable chronological markers in the sediment. Because Cs-137 is strongly absorbed into sediment particles, its redistribution occurs in association with sedimentary particles. Since the 1950s, the forest catchment areas draining into the mire have been developed intensively from forest areas to agricultural lands. The sediment accumulations at the outlets of rivers after 1954 ranged from 36 to 148 cm. The Cs-137 inventory is significantly greater than the reference sites which reflected natural accumulation conditions because sediment containing Cs-137 was carried from catchments into the outlets of the rivers. In addition, the Cs-137 inventory was correlated with the sedimentation rate. However, the Cs-137 inventories in Kuchoro and Kushiro river profiles were slowly increased with the sedimentation rates. This is because the sediment originating from scoured areas such as streambeds and banks contains a low level of Cs-137 concentration.

Dechlorination of Atrazine using Zero Valent Iron($Fe^0$) under Neutral pH Condition (중성 pH조건에서 철($Fe^0$)을 이용한 Atrazine의 탈염소화)

  • Kim, Geon-Ha;Jeong, Woo-Hyeok;Choe, Seung-Hee
    • Journal of Korean Society of Environmental Engineers
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    • v.28 no.2
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    • pp.173-177
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    • 2006
  • Pesticides from diffuse pollution sources adsorbed in suspended particles flow into surface water and threats to the public health. In this research, dechlorination constants of Atrazine by zero valent iron were measured with addition of buffer solution for simulating buffer capacity of sediment. When initial concentration of Atrazine was 10, 30, and 50 mg/L, their dechlorination was explained using the pseudo-first order reaction. Dechlorination constants $K_{obs}$ were $3.21{\times}10^{-2}/d$ in average.

Experimental research trends on Pressure Core Samples (압력 코어를 이용한 현장 가스 하이드레이트 함유 시료 연구 현황)

  • Lee, Joo Yong;Jung, Jaewoong;Ryu, Byung Jae;Lee, Jaehyung;Kim, Sejoon
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.11a
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    • pp.124.1-124.1
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    • 2011
  • 저온 고압의 환경에서 안정한 하이드레이트 함유 퇴적물 연구를 위하여 현장의 압력을 유지하여 코어를 회수할 수 있는 압력 코어러 (Pressure Corer)가 개발된 이후로 다양한 방법으로 압력코어를 이용한 연구가 진행되어 왔다. 하이드레이트의 안정영역 특성상 일반 코어러 샘플에서는 하이드레이트 함유 퇴적물의 회수가 용이하지 않았던 이유로 압력코어샘플응 이용한 현장 하이드레이트 함유 퇴적물의 연구는 필수적이다. 초기 단계에서는 압력코어를 이용한 비파괴 검사와 단순 감압 시험이 이루어졌다. 비파괴 검사를 통하여서는 X-ray 단면, 감마 밀도 (gamma density), 음파 속도 등이 측정 되었으며 감암 시험을 통하여서는 시료 내 하이드레이트 함유량을 산정하였다. 감압 후 다양한 지화학 분석이 후행되었다. 가스 하이드레이트 함유 퇴적물의 물성과 생산 거동이 점차 부각됨에 따라 압력코어 시료를 순간 감압하여 액체 질소에 보관하였다가 압밀시험, 삼축 압축 시험 등 물성 시험이 수행되었으며 수행 동안 X-ray 단면, 비저항, 음파 속도 등의 물성측정이 이루어졌다. 또한 액체 질소 보관 시료를 이용하여 감압법, 열염수 주입법, 열자극 법 등을 적용하여 생산 실험을 수행하기도 하였다. 이후에 압력코어 시료 절단 및 이동 시스템이 개발됨에 따라 보다 다양하고 많은 연구자 들이 압력코어 시료를 이용할 수 있게 되었으며 물성 연구뿐만 아니라 미생물 연구에 까지 압력코어 시료가 사용되게 되었다. 최근에는 절단 시료를 이용한 생산 실험 연구 또한 진행되었다.

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Experimental investigation of depositional patterns of debris flow (횡단 배수로 내 토석류 퇴적 양상의 실험 연구)

  • Kim, Young-Il;Paik, Joong-Cheol
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.38-42
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    • 2011
  • 토석류는 산간지역에서 발생할 수 있는 가장 위험한 자연재해 중 하나로 입자-유체 혼합물인 토석류가 중력에 의해 매우 빠른 속도로 이동하는 현상을 의미한다. 산간지역에서의 토석류 발생은 도로의 횡단 배수 구조물의 통수능을 저하시키게 되며 그 결과 도로의 유실 등 막대한 피해를 발생시킨다. 잠재적인 토석류 발생 지역에서의 피해 저감을 위해서는 진보된 설계 기준이 마련되어야 하며 이를 위해 토석류의 횡단 배수구조물 내에서 토석류의 동적 거동 특성을 파악하는 것이 선행되어야 할 것이다. 이번 연구에서는 수리 실험을 통하여 횡단 배수구조물 내에서 토석류의 퇴적 특성을 파악하고자 한다. 수리 실험 장비는 폭이 일정한 사각형 수로로 접근 수로와 하류부 수로로 구성되어 있으며 접근수로의 상단부에서 일정한 유량의 토석류를 연속적으로 유입시켜 경사가 급변하는 하류부 수로 내에서의 토석류 퇴적 특성을 파악하였다. 실험 결과로 토석류의 거동 특성은 토석류의 체적 농도, 입자의 특성, 그리고 접근수로와 하류부 수로의 바닥 경사에 종속됨을 정량적으로 알 수 있었다. 또한, 토석류의 체적 농도나 수로 바닥경사 등과는 상관없이 토석류의 퇴적은 하류부 수로의 종단부인 자유 낙하 지점에서부터 시작되었고 시간이 경과함에 따라 퇴적 지점이 접근 수로 쪽으로 이동하며 퇴적량이 크게 증가하는 현상을 보였다. 이 때, 하류부 수로 내 퇴적된 토석류는 약 $12{\sim}15^{\circ}$의 경사를 보였다.

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Dechlorination of Atrazine in Sediment Using Zero Valent Iron (영가철($Fe^0$)을 이용한 퇴적물내 Atrazine의 탈염소화)

  • Kim, Geon-Ha;Jeong, Woo-Hyeok;Choe, Seung-Hee
    • Journal of Soil and Groundwater Environment
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    • v.11 no.4
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    • pp.33-40
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    • 2006
  • Residual pesticides discharged from diffuse sources at agricultural area in association with suspended solid will be settled at downstream, and may degrade surface water quality. This research studied dechlorination kinetic of atrazine, one of triazine-category herbicide, using zero-valent iron (ZVI) in sediment. It can be observed from the experiments that buffer capacity of sediment helped pH maintained beutral, resulted in continuous dechlorination. Sediments were spiked with atrazine at 10, 30, and 50 mg atrazine/L of total sediment for batch experiments. Dechlorination constants were $1.38x10^{-1}/d$ for the initial concentration of 10 mg/L, $1.29x10^{-l}/d$ for 30 mg/L, and $7.43x10^{-2}/d$ for 50 mg/L while dechlorination constants of initial concentration of 50 mg/L without ZVI adding were estimated as $3.05x10^{-2}/d. Half lifes atrazine by ZVI were estimated as 5.03 d fur 10 mg/L, 5.38 d for 30 mg/L, and 9.33 d for 50 mg/L, respectively.

Gas Hydrate Occurrence in the Southwestern Slope of the Ulleung Basin, East Sea, Inferred from Seismic Evidence (동해 울릉분지 남서 사면지역에서 탄성파 특징으로부터 유추한 가스 수화물의 존재 가능성)

  • Hong, Jong-Kuk;Yoo, Hai-Soo;Jou, Hyeong-Tae;Han, Sang-Joon;Choi, Dong-Lim
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.6 no.4
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    • pp.242-248
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    • 2001
  • A high resolution Chirp seismic profile and a multichannel seismic reflection profile were analysed to study the possibility of gas hydrate presence in the southwestern upper slope of the Ulleung Basin. The Chirp profile shows acoustic turbidity, acoustic void, and pockmarks, suggesting the presence of shallow gas in the sediments .Slope failures appear to have occurred in association with decomposition of gas hydrated sediments. A bottom-simulating reflector (BSR) is seen in subbottom depths of 60 to 110 m below the seafloor at water depths of 750 to 1130 m. The sediments above BSR are characterized by acoustic blanking probably due to amplitude reduction caused by a mixture of gas hydrate with sediments. The interval velocity above the BSR is 1,650 m/sec and it drops abruptly to 1,080 m/sec below the BSR. The sediment column between seafloor and the BSR thins with increasing water depth, which is very closely related to increasing geothermal gradient with increasing water depth in the Ulleung Basin.

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Estimation of Sediment Transport and Long-term Prediction of Riverbed Elevation Changes in Yangon River (양곤강 퇴적물 이동 및 장기 하상변화율 측정)

  • Htet, Salaing Shine;Chang, Yeon S.
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.31 no.6
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    • pp.450-457
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    • 2019
  • Sedimentation is a common problem for river ports. But its intensity depends on the rate of sedimentation, channel shape and size, hydrodynamic behavior of the river and the importance of the port. High sedimentation rate in Yangon River has become one major issue for Myanmar as her largest port is located on the Yangon riverbank. As a result of the high sedimentation rate, shallow water area near the confluence of Yangon River, Pazundaung Creek, and Bago River keeps blocking the navigation channel to the Yangon Port, which also limits the size of vessel calling to Yangon Port. Therefore, studies to understand sediment transport process in Yangon River are required because the economic development of Myanmar highly relies on the Yangon Port. This paper aims to calculate the sediment transport and to predict the riverbed elevation changes in Yangon River by using Bagnold (1966) theory. Calculation result shows that huge difference can be found in the bed load transport between the rainy season and dry season in Yangon River, and thus the sedimentation problem would become more severe in the dry season when the transported sediments are reduced. The estimated sedimentation rate in dry season indicates that the rate of riverbed level rise near the Yangon Port area is about 0.063 m per year, which would lead to approximately 3.15 m rise in the riverbed level in next 50 yrs, considering the same workload of dredging to maintain the navigation channel.

Effect of Powder Condition on the Fire and Explosion Characteristics of Suspended and Deposited Dusts (부유 및 퇴적의 분체 조건이 화재폭발 특성에 미치는 영향)

  • Han, Ou-Sup;Seo, Dong-Hyun;Choi, Yi-Rac;Lim, Jin-Ho
    • Korean Chemical Engineering Research
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    • v.60 no.2
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    • pp.229-236
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    • 2022
  • An experimental investigation was conducted on the influences of median size, dust concentration, dust condition (cloud and layer) for the fire and explosion hazard assessment of dusts with the same powder property. For this purpose, tests have been performed in accordance with 20 L explosion sphere, thermogravi- metric analyze, combustion rate tester (UN method). We investigated the explosion characteristics and flame propagation velocity (FPV) in dust cloud and the flame spread velocity(FSV) over dust layer on 8 dust samples with different particle sizes of 4 types of dusts (Sugar, Mg, Al, Zr). An explosion hazard increased with decreasing particle size in Mg and Al dust clouds, but sugar did not show the effect of explosion hazard due to particle size change in dust clouds. The flame propagation velocity (FPV) of suspended dusts increased significantly when the particle size decreased from micro to nano than the variation of particle size in micro range. The flame spread velocity (FSV) over dust layer showed a tendency to increase over the inclined dust layers (30° slope) rather than the horizontal dust layers (0° slope). The flame spread rate (FSV) over dust layers increased on the inclined dust layer (30° slope) rather than the horizontal dust layer (0° slope) and was higher upward flame than the downward flame in condition of inclined dust layers(30° slope).

Falling-Velocity Measurement Using PTV (PTV를 이용한 침강 속도 측정)

  • 윤병만;유권규;노영신
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2000.09a
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    • pp.60-64
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    • 2000
  • 침강속도는 유사의 침식과 퇴적, 그리고 이동되는 양을 추정하는데 필요한 주요 요소 중의 하나이다. 유사이동모형에서 종래에는 정지상태유체에서 측정한 침강속도를 사용하였으나, 최근 들어 난류가 존재한 경우 침강속도가 변할 것이므로 정지상태에서 구한 침강속도 사용에 대해 논란이 일어나기 시작하였다. 따라서 이의 명확한 규명을 위해 난류 흐름중의 침강속도 측정이 필요하게 되었다. (중략)

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