• Title/Summary/Keyword: fine sediment

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Determining Sediment Rate Using Cesium-137 Fallout at the Larto Lake (137Cs 낙녹(落鹿)을 이용(利用)한 퇴사율(堆砂率) 측정(測定)에 관(關)하여)

  • Koh, Mun-Hwan;McHenry, J. Rogar
    • Korean Journal of Soil Science and Fertilizer
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    • v.15 no.4
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    • pp.207-212
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    • 1982
  • Soils and sediments have been uniquely tagged by radioactive isotopes as a result of nuclear test explosions in the 1950's and 1960's. Fallout $^{137}Cs$ strongly fixed to fine soil particles, was measured in sediment profiles in Larto Lake to calculate the sedimentation rate as a time dependence. The Lake sediment profiles indicated an average rate of 1.6 to 3.1 cm/yr of sediment deposition since 1958. The rate of sediment depositions clearly decreased with time. Particle size distribution in sediment was reflected almost fine particles in lake.

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A Tiered Approach of Washing and Stabilization to Decontaminate and Recycle Dredged River Sediment (세척과 안정화기술을 적용한 오염 준설토의 처리 및 재활용 시스템 개발)

  • Kim, Young-Jin;Nam, Kyoung-Phile;Lee, Seung-Bae;Kim, Byeong-Kyu;Kwon, Young-Ho;Hwang, In-Seong
    • Journal of Soil and Groundwater Environment
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    • v.15 no.2
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    • pp.47-54
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    • 2010
  • Although the demands for the dredging work have been increasing due to social and industrial reasons including national plan for restoration of four major rivers, environmental standards or management guidelines for the dredged river sediment are limited. The suggested environmental standard for the beneficial use of dredged river sediment consists of two levels, recyclable and concern, and includes eight contaminants such as metals and organic contaminants. The systematic approach to remediate dredged river sediment is also suggested. The system consists of both washing and stabilization processes with continuous multi particle separation. In the early stage, the sediments are separated into two particle sizes. The coarse-grained sediment over 0.075 mm, generally decontaminated with less trouble, follows normal washing steps and is sent for recycling. The fine-grained sediments under 0.075 mm are separated again at 0.025 mm. The particles bigger than this second separation point are treated in two ways, advanced washing for highly contaminated sediments and stabilization for less. The lab test results show that birnessite and apatite are most effective stabilizing agents among tested for Cd and Pb. The most fine residues, down-sized by continuous particle separation, are finally sent for disposal. The system is tested for metals in this study, but is expected to be effective for organic contaminants included in the environmental standard, such as PAH and PCE. The feasibility test on the field site will be followed.

Analysis of Characteristics and Removal Efficiency of Road-deposited Sediment on Highway by Road Sweeping According to Particle Size Distribution (고속도로 노면퇴적물의 특성 및 도로청소에 의한 입도별 제거효율 분석)

  • Kang, Heeman;Kim, Hwang Hee;Jeon, Ji-Hong
    • Journal of Korean Society on Water Environment
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    • v.37 no.4
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    • pp.286-295
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    • 2021
  • The removal efficiency of road-deposited sediment (SDR) by road sweeping was analyzed by performing particle size analysis before and after road sweeping at four highways during May to December 2019. The SDR accounted for the largest proportion in the range of 250 to 850 ㎛ and the degree of its proportion had an effect on the particle size distribution curve. The particle size distribution of the collected sediments showed a similar distribution at all sites. Below 75 ㎛, the removal efficiency of SDR showed a constant value around 40%, but above 75 ㎛, it increased as the particle size increased. The removal efficiency was 82-90% (average 86%) for gravel, 66-93% (average 79%) for coarse sand, 35-92% (average 64%) for fine sand, 29-69% (average 44%) for very fine sand, 19-58% (average 40%) for silt loading, 10-59% (average 40%) for TSP, 13-57% (average 40%) for PM10, and 15-61% (average 38%) for PM2.5. SDR removal efficiency showed an average of 69% for the four highways. It was found that if the amount of SDR was less than 100 g/m2, it was affected by the road surface condition and had a large regional deviation. As such, the amount of SDR and the removal efficiency increased. The fine particles, which have relatively low removal efficiency, contained a large amount of pollutants, which is an important factor in water and air pollution. Therefore, various measures to improve the removal efficiency of fine particles in SDR by road sweeping are needed.

Distribution Characteristics of Organic Matter and Heavy Metal of Sediment in Daecheon Port (대천항 퇴적물의 유기물 및 중금속 분포 특성)

  • Shin, Woo-Seok;Lim, Ji-Yoon;Yoon, Young-Gwan
    • Journal of Korean Society of Water Science and Technology
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    • v.26 no.6
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    • pp.43-51
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    • 2018
  • In order to systematically and scientifically manage the organic and heavy metals against sediment at Daecheon Port, this study conducted particle composition, organic materials and heavy metals irradiation studies of sediments. Analysis of the grain size composition of sediments in the target study area showed the distribution characteristics of the mix of sand, silt and clay. That is, Station C (Stn. C) showed superior by fine-grained sediment, Station A and B (Stn. A and B) showed superior by coarse-grained sediment. The organic matter(COD, TOC, and IL) of Stn. C was appeared to be heavily polluted more than Stn. A and B. These data for the spatial properties in sediment showed that organic matter was related positively to the sediment silt-clay content. Also, in the case of heavy metals contamination in surface sediments, Stn. C was higher than Stn. A and B. Particularly, at the Stn. C, high organic matter concentration and C/N ratio value( >10) indicated that the sediment was composed highly of land-derived organic matter. From these results, it considered that the correlation analysis among to silt-clay, organic matter and heavy metal was found to have a good interrelationship.

Time-series Changes in Particle Size Characteristics of Suspended Sediment at the Seungchon and the Juksan Weir in the Yeongsan River (영산강 부유하중의 시계열적 입도 특성 변화: 승촌보, 죽산보를 중심으로)

  • Lim, Young Shin;Kim, Jin Kwan
    • Journal of The Geomorphological Association of Korea
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    • v.26 no.4
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    • pp.1-20
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    • 2019
  • In order to establish appropriate policy to control sediment-associated problems, it is necessary to identify the physical characteristics of the reservoir sediments in particulate form in the Yeongsan River. Two time-integrated suspended sediment samplers were installed at Seungchon and Juksan weir on the upper and middle Yeongsan River in July 2012. Reservoir sediment samples were obtained at monthly intervals until October 2014. During the monitoring period, a total of 38 sediment samples were obtained and analyzed. Seasonal trends of suspended sedimentation rates and grain size distributions were examined based on variations in precipitation and discharge fluctuations. Moreover, stream flow characteristics, which has a great influence on the physical characteristics of the river sediment, was analyzed using flow duration curve for the period 2003-2019 at Naju gauging station. Sedimentation rates during summer, when heavy rainfall was concentrated due to the monsoonal front and typhoon, were very high, indicating the positive relationship between sediment concentration and discharge. Particle size analysis of the collected sediment showed that coarse silt and very fine sand-sized sediment dominated most of the Seungchon weir sediment. On the other hand, medium silt-sized sediment dominated the downstream Juksan weir except for a few summer samples. These results implied that the physical characteristics of the suspended sediment are determined not only due to flow fluctuations, but also with regard to the antecedent rainfall conditions, hillslope-channel connectivity, and the supply of materials from various contributing regions. This information about flow characteristics and temporal variations in reservoir sediment can be used for safe management of the weir and discussing the issues on the dismantling of the weirs.

A numerical analysis of sediment transport in an estuary (河口隣接 內 의 堆積物 輸送에 대한 數値모델 解釋)

  • 강시완;카알지
    • 한국해양학회지
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    • v.22 no.1
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    • pp.25-33
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    • 1987
  • The transport and fate of fine-grained, cohesive sediments in an estuary were investigated numerically. A numerical model of sediment entrainment, deposition, and transport has been developed by incorporating recent results of laboratory and field investigations. The time-dependent flow fields produced by fiver inflow and semi-diurnal tides, were calculated, and the corresponding distributions of suspended-sediment concentrations were obtained. The time-changes of sediment bed condition due to entrainment and deposition were obtained. The entrained sediments contribute initially to high sediment concentrations in the estuary basin. As the time passes, the suspended-sediment concentrations were much reduced by the seaward transport due to residual currents. The erosional and dipositional areas were appeared to be strongly dependent on the current-velocity fields and sediment properties of the estuary.

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Correlation Analysis between Azuki Bean Quality Characteristics and Sediment Yield

  • Byong Won Lee;Seok Bo Song;Yeon Ju Ahn;Ji Ho Chu;Ji Yeong Kim;Myeong Eun Choi;San Ik Han;Chung Song Kim
    • Proceedings of the Korean Society of Crop Science Conference
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    • 2022.10a
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    • pp.316-316
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    • 2022
  • Azuki bean is the important bean crop in Korea, and is traditionally used as a filling material for red bean porridge, rice cakes, and bread, as well as for sediment. So far, the National Insititute of Crop Science has developed azuki bean varieties for various uses, such as for sediment, tea, and azuki bean sprouts. Among azuki bean elite lines, 25 strains were used to analyze the correlation between red bean quality characteristics and sediment yield. The crude protein of red beans was 25.0-28.9%, ash content was 3.8-5.3%, and fat was 0.4-1.0%. As for the appearance quality characteristics of azuki bean, one hundred seed weight was 11.1-19.5 g, the length of seed was 6.45-8.49 mm, the width seed was 4.84-6.45 mm, and the withd/lenght ratio was 0.72-0.89. When the azuki bean were boiled, the thickness of the seed coat was 0.14-0.27 mm and the length ratio of seed was 0.65-0.76 mm, showing that the length of seed was slightly larger than the width. The yield of azuki bean sediment was 239-284% for whole red bean paste, and 144-203% for fine azuki bean paste. As a result of analyzing the correlation between the quality characteristics of azuki beans, such as protein, husk and seed weight, and the yield of azuki bean sediment, the yield of whole azuki bean sediment showed a negative correlation with the seed coat thickness and the length ratio of the original grain at -0.62 and -0.45, respectively. The yield of fine sediment showed a negative correlation with the length ratio of whole azuki beans at -0.49, and a positive correlation with that of white beans at 0.41. However, protein and ash content did not show any correlation with sediment yield. In view of the above results, it is thought that it would be better to have a high seed weight or a low width/length ratio of seed to develope azuki bean cultivar for sediment.

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Comparison of Settleable and Non-settleable Suspended Sediment in Streams and Lakes (강우시 하천과 호수에서 침강성 부유토사와 비침강성 부유토사의 비교)

  • Eum, Jaesung;Jung, Sungmin;Choi, Yongsoon;Lee, Hyungjin;Choi, Joongdae;Kim, Bomchul
    • Journal of Korean Society on Water Environment
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    • v.28 no.2
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    • pp.232-237
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    • 2012
  • Total suspended solids (TSS), settleable suspended solids (SSS) and nonsettleable suspended solids (NSSS) were compared in streams and lakes during rain events. Samples were collected in Lake Soyang and nine agricultural streams during storm events over two years. To measure NSSS, samples were settled in 1 L cylinders for one hour and then 50% of the total sample volume was taken from the center of the cylinder. The SSS/TSS ratio in streams (0.50) was higher than in Lake Soyang (0.20). The ratio of TSS to turbidity decreased from 1.21 in the inflowing river to 0.69 in the reservoir outlet. Turbidity and NSSS showed higher correlation ($r^2$=0.82) compared with the correlation between turbidity and TSS ($r^2$=0.66). Median particle size decreased from $11.4\;{\mu}m$ in the inflowing river to $4.2\;{\mu}m$ in the lake outlet. The results indicate that only fine particles of less than $5{\sim}10\;{\mu}m$ can be transported downstream of the lake. Because fast-flowing water in streams includes not only fine particles but also coarse particles, an overestimation of suspended sediment concentration results if only TSS is measured. Consequently, TSS and NSSS should be measured separately to evaluate the effect of suspend sediment loadings of turbid streams on aquatic habitat during the monsoon season.