• Title/Summary/Keyword: soft sediment

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Environmental Survey for Productivity Enhancement of Cultured Fleshy Prawn Penaeus chinensis II. Sediment Type-Dependent Environmental Quality and Productivity (대하 양식장의 생산성 향상을 위한 환경 관리에 관한 연구 II. 저질성상에 따른 환경특성 및 생산성)

  • 강주찬;구자근;이정식
    • Journal of Aquaculture
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    • v.13 no.4
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    • pp.303-308
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    • 2000
  • Effects of the sediments on water quality, and the consequent survival and growth of cultured fleshy prawns, Penaeus chil1ensis were determined under selected sediment types for 6 weeks. Dissolved oxygen was 5.1-5.9 mgll in both the sediments containing sand alone, and soft sand (50%) and mud (50%). It decreased to 4.6 mgll in the mud after 6 weeks. Nitrite, ammonia and hydrogen sulfide of the seawater were 0.07-0.12, 0.16-0.29 and 0.009~0.014 mgll in both the sediments containing sand alone, and soft sand (50%) and mud (50%). The values, however, increased to 0.15, 0.36 and 0.018 mgll in the mud sediment, respectively. Survival of the prawn was below 60% in bare and mud sediments. It was above 70% in both the sediments containing sand alone, and soft sand (50%) and mud (50%). Growth and food efficiency of the prawn were significantly lower in the 100 % sand than in the sediment containing soft sand (50%) and mud (50%).

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Geological Significance of Liquefaction and Soft-sediment Deformation Structures (액상화와 연질퇴적변형구조의 지질학적 의미)

  • Ghim, Yong Sik;Ko, Kyoungtae
    • Economic and Environmental Geology
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    • v.52 no.5
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    • pp.471-484
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    • 2019
  • Liquefaction occurs by a temporal loss of sediment strength as a consequence of increased pore water pressure during the re-arrangement of unconsolidated, granular sediments. Liquefaction is dependent on the physical properties of the sediments and cause surface cracks, landslide, and the formation of soft-sediment deformation structures(SSDS). SSDS is formed by the combined action of the driving force and deformation mechanism(liquefaction, thixotropy, and fluidization) that is triggered by endogenic or exogenic triggers. So research on the SSDS can unravel syndepositional geological events. If detailed sedimentologic analysis together with surrounding geological context suggest SSDS formed by earthquakes, the SSDS provide a clue to unravel syndepositional tectonic activities and detailed paleoseismological information(> Mw 5) including earthquakes that leave no surface expression.

Contribution of Ecological Surveys to Coastal Conservation: A Case in Soft Shore Study

  • Tai, K. K;Cheung, S.-G;Shin, P.-K.-S.
    • The Korean Journal of Ecology
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    • v.27 no.3
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    • pp.127-131
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    • 2004
  • Soft shores are particularly vulnerable to human exploitation; however, they exhibit a variety of habitats which provide refuge for a diversity of flora and fauna. This study describes a survey of 13 soft shores in Hong Kong with information on species diversity, sediment characteristics, shore extent, pollution threat, degree of naturalness, linkage with other ecological habitats, and degree of social/economic importance. Data collected were subjected to multivariate statistical analyses, so as to identify shores that have significant ecological status and conservation value for management purposes.

Distribution Pattern and Feeding Preference of Asterias amurensis (Echinodermata: Asteriidae) in Tongyeong, Korea (통영해역에 서식하는 아므르불가사리의 분포 특성과 서식처에 따른 먹이 선호도 비교)

  • PARK Sang-Gyu;PARK Heung-Sik;YUN Sung Gyu;YI Soon Kil
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.37 no.6
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    • pp.469-477
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    • 2004
  • This study examined distributional patterns of Asterias amurensis in Tongyeong, the central South Sea of Korea. The density of the sea star was estimated at 10 chosen sites in the inner and the outer parts of the Tongyeong coast from December 2000. The mean density of the species in this area was $2.4ind./m^{2}$. The seasonal surveys conducted at 3 arbitrary chosen sites (i.e., sea cage, reef and soft sediment) also showed that the abundance of the species at the sea cage site $(density:\;3.6\;ind./m^{2};\;biomass:\;250.7\;gwwt/m^{2})$ was significantly higher than at the reef site $(density:\;1.7\;ind./m^{2};\;biomass:\;63.5\;gwwt/m^{2})$ and the soft sediment site $(density:\;0.4\;ind./m^{2};\;biomass:\;18.9\;gwwt/m^{2})$. Densities were higher at sea cages areas than at reefs and soft bottom sites. At sea cage site, A. amurensis population exhibited a strong aggregated distributional pattern. In contrast, at reef and soft bottom sites, A. amurensis population showed a random distributional pattern. The spatial difference in prey species and its abundance was the primary factor determining the spatial heterogeneity of the sea star in its behavior characteristics. Experiments on the feeding preference indicated that A. amurensis had a strong selectivity on its prey, but this selectivity varied between populations living in different sites. In particular, A. amurensis populations at the reef site showed a strong selectivity on various sessile and mobile animals living in reef areas, suggesting that these animal groups may play a role as "windows for the survival of A. amurensis". These results suggest that the distribution of A. amurensis in Tongyeong is closely associated with abundance of prey species and the bottom composition.

An Experimental Study on Relationship of Tractive Force to Slip for Tracked Vehicle on Deep-sea Soft Sediment (심해저 연약지반용 무한궤도차량의 견인력-슬립 관계에 관한 실험적 연구)

  • Yeu, Tae-Kyeong;Park, Soung-Jea;Choi, Jong-Su;Hong, Sup;Kim, Hyung-Woo;Won, Moon-Cheol
    • Journal of Ocean Engineering and Technology
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    • v.21 no.1 s.74
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    • pp.75-80
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    • 2007
  • Measuring the ground speed and the rotation speeds of tracks is an easy and realistic method to detect the track slips. It is very advantageous if the slips can be measured and applied to real time control of the vehicle. With a proper speed, the tractive force of a tracked vehicle may be calculated from the vehicle dynamics. For the control of tracked vehicle, the relationship between the slip and the tractive force is necessary. In this paper, a series of drawbar-pull tests, in which slips of two tracks are measured under the variational draw-bar weight, is executed to directly obtain the slip-tractive force relationship. For the purpose of the test, a tractive vehicle model was manufactured, and an artificial soil was simulated by using a bentonite-water mixture.

Histological Response of Digestive Gland of Gomphina veneriformis with TBTCl Accumulation in Sediment and Soft Tissue (TBTCl의 저질 및 체내 축적에 따른 대복 Gomphina veneriformis 소화선의 조직학적 반응)

  • Park, Jung-Jun;Park, Jeong-Chae;Kim, Seong-Soo;Cho, Hyeon-Seo;Lee, Yeon-Gyu;Lee, Jung-Sick
    • Environmental Analysis Health and Toxicology
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    • v.24 no.4
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    • pp.341-350
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    • 2009
  • This study involves a relationship between butyltins concentrations and histopathological changes of the digestive gland in the equilateral venus, Gomphina veneriformis exposed to TBTCl of 0.4, 0.6 and 0.8 ${\mu}g/L$ for 36 weeks. In the sediment, total butyltin (${\sum}BT$) concentration was detected ND~7.54 (0.4 ${\mu}g/L$), ND~9.76 (0.6 ${\mu}g/L$), 1.22~13.13 ${\mu}g/L$ (0.8 ${\mu}g/L$), respectively. Especially, TBT level in 0.8 ${\mu}g/L$ group was the highest for 36 weeks. In the soft tissue, total butyltin (${\sum}BT$) concentration of the exposure group was 10.14~12.75 (control), 479.29~1,286.56 (0.4 ${\mu}g/L$), 563.32~2,154.82 (0.6 ${\mu}g/L$) and 1,317.70~2,132.60 ${\mu}g/L$ (0.8 ${\mu}g/L$), respectively. Ratio of TBT to ${\sum}BT$ of the tissue of 0.8 ${\mu}g/L$ kept the lowest level for 36 weeks. The ${\sum}BT$ concentrations of sediment were correlated with ${\sum}BT$ concentrations in the tissue. In the exposure groups, necrosis and atrophy of columnar epithelial cell and collapse of epithelial layer in the digestive tubule. And there was a reduction in stain affinity of basophilic cell. Such histological degenerations was more severe in digestive tubule of 0.8 ${\mu}g/L$ group.

Paleoseismological implications of liquefaction-induced structures caused by the 2017 Pohang Earthquake

  • Gihm, Yong Sik;Kim, Sung Won;Ko, Kyoungtae;Choi, Jin-Hyuck;Bae, Hankyung;Hong, Paul S.;Lee, Yuyoung;Lee, Hoil;Jin, Kwangmin;Choi, Sung-ja;Kim, Jin Cheul;Choi, Min Seok;Lee, Seung Ryeol
    • Geosciences Journal
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    • v.22 no.6
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    • pp.871-880
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    • 2018
  • During and shortly after the 2017 Pohang Earthquake ($M_w$ 5.4), sand blows were observed around the epicenter for the first time since the beginning of instrumental seismic recording in South Korea. We carried out field surveys plus satellite and drone imagery analyses, resulting in observation of approximately 600 sand blows on Quaternary sediment cover in this area. Most were observed within 3 km of the epicenter, with the farthest being 15 km away. In order to investigate the ground's susceptibility to liquefaction, we conducted a trench study of a 30 m-long sand blow in a rice field 1 km from the earthquake epicenter. The physical characteristics of the liquified sediments (grain size, impermeable barriers, saturation, and low overburden pressure) closely matched the optimum ground conditions for liquefaction. Additionally, we found a series of soft sediment deformation structures (SSDSs) within the trench walls, such as load structures and water-escaped structures. The latter were vertically connected to sand blows on the surface, reflecting seismogenic liquefaction involving subsurface deformation during sand blow formation. This genetic linkage suggests that SSDS research would be useful for identifying prehistoric damage-inducing earthquakes ($M_w$ > 5.0) in South Korea because SSDSs have a lower formation threshold and higher preservational potential than geomorphic markers formed by surface ruptures. Thus, future combined studies of Quaternary surface faults and SSDSs are required to provide reliable paleoseismological information in Korea.

Modeling of Water Quality with Sediment-Water Interaction at Sea Bottom in Semi-enclosed Coastal Waters - Application to Osaka Bay (폐쇄성 내만에 있어서 수질$\cdot$저질 상호작용 모델링)

  • Han, Dong-Jin;Yoon, Jong-Sung
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.17 no.3
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    • pp.129-137
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    • 2005
  • In this study, we developed a model to simulate the interaction between sediment and the overlying water. The model deals with water-sediment interaction in terms of the sedimentation of organic detritus from the pelagic zone into the benthic zone and the release of nutrients occurring in the reverse direction. The model was tested and verified by comparing the predicted release rates of phosphorus from the sediment in Osaka Bay with actual observed values. The results accurately reproduced the seasonal change in release rates. The results well represented seasonal change of the release rates. A long-term prediction of water and sediment quality was performed for the period from 1950 to 1999. Nutrient loads from land and the boundary conditions of 3-D baroclinic flows were season-adjusted. The model accurately reproduced the changing trends in phosphorus, nitrogen, and COD concentrations in Osaka Bay over a long period of time.

Stress-strain behaviour of reinforced dredged sediment and expanded polystyrenes mixture under cyclic loading

  • Zhou, Yundong;Li, Mingdong;Wen, Kejun;Tong, Ruiming
    • Geomechanics and Engineering
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    • v.17 no.6
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    • pp.507-513
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    • 2019
  • Reinforced soil and Expanded Polystyrenes (EPS) mixture (RSEM) is a geomaterial which has many merits, such as light weight, wide strength range, easy for construction, and economic feasibility. It has been widely applied to improve soft ground, solve bridge head jump, fill cavity in pipeline and widen highway. Reutilizing dredged sediment to produce RSEM as earthfill can not only consume a large amount of waste sediment but also significantly reduce the construction cost. Therefore, there is an urgent need understand the basic stress-strain characteristics of reinforced dredged sediment-EPS mixture (RDSEM). A series of cyclic triaxial tests were then carried out on the RDSEM and control clay. The effects of cement content, EPS beads content and confining pressure on the cyclic stress-strain behaviour of RDSEM were analyzed. It is found that the three stages of dynamic stress-strain relationship of ordinary soil, vibration compaction stage, vibration shear stage and vibration failure stage are also applicative for RDSEM. The cyclic stress-strain curves of RDSEM are lower than that of control clay in the vibration compaction stage because of its high moisture content. The slopes of backbone curves of RDSEMs in the vibration shear stage are larger than that of control clay, indicating that the existence of EPS beads provides plastic resistance. With the increase of cement content, the cyclic stress-strain relationship tends to be steeper. Increasing cement content and confining pressure could improve the cyclic strength and cyclic stiffness of RDSEM.

Compressibility of fine-grained sediments based on pore water salinity changes

  • Junbong Jang;Handikajati Kusuma Marjadi
    • Geomechanics and Engineering
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    • v.33 no.1
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    • pp.113-120
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    • 2023
  • Coastal and offshore structures such as ports and offshore wind farms will often need to be built on fine-grained sediments. Geotechnical properties associated with sediment compressibility are key parameters for marine construction designs especially on soft grounds, which involve clay-mineral dominated fines that can consolidate and settle significantly in response to engineered and environmental loads. We conduct liquid limit tests and 1D consolidation tests with fine-grained soils (silica silt, mica, kaolin and bentonite) and biogenic soils (diatom). The pore fluids for the liquid limit tests include deionized water and a series of brines with NaCl salt concentrations of 0.001 m, 0.01 m, 0.1 m, 0.6 m and 2.0 m, and the pore fluids for the consolidation tests deionized water, 0.01 m, 0.6 m, 2 m. The salt concentrations help the liquid limits of kaolin and bentonite decrease, but those of diatom slightly increase. The silica silt and mica show minimal changes in liquid limit due to salt concentrations. Accordingly, compression indices of soils follow the trend of the liquid limit as the liquid limit determined the initial void ratio of the consolidation test. Diatoms are more likely to be broken than clastic sediments during to loading, and diatom-rich sediment is therefore generally more compressible than clastic-rich sediment.