• The Journal of Engineering Geology
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• v.22 no.3
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• pp.293-307
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• 2012

Shear wave velocity is commonly invoked in explaining geophysical phenomena and in solving geotechnical engineering problems. In particular, the importance of shear wave velocity in geotechnical earthquake engineering has been widely recognized for seismic design and seismic performance evaluation. In the present study, various insitu seismic tests were performed to evaluate geotechnical dynamic characteristics at 183 sites in Korea, and shear wave velocity profiles with depth were determined to be representative of the dynamic properties at the investigated sites. Subsurface soil and rock layers at the target sites were reclassified into five geotechnical layers: fill, alluvial soil, weathered soil, weathered rock, and bedrock, taking into account their general uses in geotechnical earthquake engineering practice. Average shear wave velocity profiles for the five geotechnical layers were obtained by synthesizing the shear wave velocity profiles from seismic tests in the field. Based on the profiles, a representative shear wave velocity value was determined for each layer, for use in engineering seismology and geotechnical earthquake engineering.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.3
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• pp.1756-1763
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• 2014

A water pipeline buried under the riverbed could be exposed by bed erosion, therefore safe crossing sections should be analyzed for preventing damages due to the exposure of pipelines. In this study, flow and bed changes have been simulated using a two-dimensional numerical model for selecting the optimized section of pipeline crossing in the Geum River. As a result of simulation with the 20-year recurrence flood, sediment deposition has been distributed overall in the channel and bed erosion over 2 m has occurred near bridge piers. For the extreme flood simulation, the channel bed near the bridge piers has been eroded down to the buried depth. Therefore, within 140 m upstream of the bridge piers, bed erosion affects a buried pipeline in safety due to bridge pier effects and the crossing section over 150 m upstream of bridge piers is selected as a safe zone of a water pipeline.

• Journal of Korea Water Resources Association
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• v.46 no.12
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• pp.1157-1167
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• 2013

Sayeon dam is the one that is structured in 1965 and supplying residential water in Ulsan. The hill located within the reservoir near the entrance of the dam spillway plays a role as a natural Dike. According to the recent surveys on change of sediment and effective volume of water kept in store, the latter that decreased 2.92% from twenty million tons and the former increased just 1.65 m. In this survey we examined the application of SED-2D model using measured data of Sayeon dam sediment. In addition we surveyed the inflow control and the water depth to be kept when installing small hydraulic structure similar to Dike around the dam reservoir entrance. To do this, we simulated the hydraulic effects and sediment on the conditions eliminating the hill or installing the structure higher than it. The controlling effects of present hill or adding small hydraulic structure on it was found, though the changes of the measure was not large.

• Journal of the Korean earth science society
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• v.26 no.8
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• pp.836-843
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• 2005

Two data sets of repeated hydrographic surveys with a single beam echo-sounder were obtained to investigate morphological changes on a sand mining site within EEZ near the Eocheong Islands, West Sea of Korea. Their accuracies of depth measurement, estimated from the crossover analysis, correspond to the Oder 2 of IHO standards. Bathymetric maps show a feature of 300m wide and 10m deep hollow, whose evolution can be seen in difference grids of the two bathymetric maps. However, data of higher accuracy and resolution enable precise quantification of extracted sand volume. Since this morphological change could affect sedimentary environment as well as benthic ecology, environmental impact assessment based on scientific research data is required for management and sustainable development of limited sand resource.

• Journal of Wetlands Research
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• v.11 no.1
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• pp.15-27
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• 2009

To reveal conservation value of Sowhangbyungsan-neup among wetlands in Mt. Odae designated as a Ramsar convention site in 2008, ecological characteristics were investigated. The maximum depth of sediment was 86cm and average at central part was 56cm. Average pH of water was 5.8 and this indicates that this wetland has the characteristics between bog and fen. Average electron conductivity was $11{\mu}S$/cm, which is the lowest among Korean wetlands. Nutrient status was oligotrophic based on contents of cation, nitrate, ammonia, soluble reactive phosphorus in water. Out-flow of water was related with the 3 day cumulative precipitation. Soil texture was loam and nutrient level was very low. Vascular plants of 45 family, 95 genus, 121 species, 2 subspecies, 16 variety, 4 forma, total 121 taxa were recorded. Main plant communities on Sphagnum base were Osmunda cinnamomea community, Carex dispalata community and Carex curta community. The results indicated that this wetland has very different ecological characteristics than others in Korea and deserves conservation value well. Also, this study revealed that there is no evident threatening factor and this wetland will have characteristics of fen continuously in near future.

• The Journal of Engineering Geology
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• v.16 no.2 s.48
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• pp.161-169
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• 2006

A short seismic reflection survey was performed to map the basement and the upper units in the Gomso Bay. This research was mainly aimed at clarifying the basement by improving the signal-to-noise ratio in data processing steps. The strategies employed in this research included enhancement of the signal interfered with large-amplitude noise, through pre- and post-stack processing such as time-variant filtering, bad trace edit, careful muting after f-k filter and NMO correction. The subsurface structure mapped from this survey mainly consists of the top of basement and the upper three units, which were well correlated to the result from the previously conducted MT survey. Furthermore seismic section clarifies approximately 30m deep subhorizontal event of the top of the basement, which was not shown in the central portion of the MT section due to data qualify.

• Journal of The Geomorphological Association of Korea
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• v.19 no.2
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• pp.113-122
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• 2012

The geomorphic properties of potholes at Naerin River, Inje-gun are analyzed to discover the geosites of DMZ geopark in Gangwon-do. The furrow-type potholes along the river flow are mainly found in the P1 and P2 sites. The P3 site can be divided in to the zones where the furrow-type potholes densely distribute and various types of potholes are scattered, while the various types of small potholes are scattered in the P4 site. After measuring the 44 potholes, the potholes with a U-shaped cross-section, similar directivity with river flow and deposited gravels with in them show large values in length, width, depth and slope. Because the P1 and P2 sites are characteristic in the scales and forms of potholes and show beautiful scapes, it can be suggested that they are suitable for the geosite developments.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.522-522
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• 2017

하천에서 식생은 하도내 흐름저항과 항력을 증가시켜 유속과 유사이동을 감소시킨다. 유속의 감소로 인해 유사가 퇴적되어 사주 발생이 증가하며 이는 하도 지형변화의 중요한 요인이 된다. 하천내 식생은 하천생물의 서식과 밀접한 관련이 있는 물리적인 서식환경을 변화시키게 된다. 이러한 물리적인 서식환경 변화는 수중음향으로 표현되는 하천의 음환경(Soundscape) 변화로 연결된다. 본 연구는 하천 식생대에서의 수중 음향변화를 식생유무, 수온, 수심에 따라 분석하고 수리학적 특성과의 상관관계를 파악하고자 한다. 실규모 하천 수로에 식생 38 주/$m^2$를 식재하고 1 m정도 성장시킨 후 식생을 완전 침수시켜 $3.2m^3/s$의 유량을 공급하여 유속의 변화와 수중음향을 측정하였다. 오후시간대와 새벽시간대를 이용하여 수온이 다른 조건에서 측정하였고, 수심은 표면 3 cm, 40 cm, 80 cm 깊이에서 각각 측정하였다. 측정지점은 식생구간의 상류지점(A), 식생구간(B), 식생구간의 하류지점(C) 세 곳을 선정하였고, 유속은 micro-ADV, 수중 음향은 Hydrophone을 사용하여 5분간 측정하였다. 측정 주파수 spectrum은 1/3 Octave band로 처리하여 음압을 비교분석하였다. 주파수에 따른 음압을 분석한 결과 측정지점에 관계없이 주로 125 Hz, 315 Hz에서 높게 나타났다. 수심에 따른 음향을 분석한 결과 식생이 없는 상류(A)지점에서는 수중음향의 차이가 크게 나타났으며, 식생지점(B)과 식생이 없는 하류(C)지점에서는 수중음향이 유사하게 나타났다. 이는 식생에 의한 유속의 저하로 인해 흐름이 안정화되어 나타나는 현상으로 판단된다. 수온에 따라서는 식생구간(B)과 하류(C)지점에서 대체로 큰 차이를 보이지 않았으나 상류(A)지점에서는 수온이 높을 때 음압이 더 크게 나타났다. 이는 온도가 높을수록 소리의 전달속도가 더 빨라지기 때문으로 판단된다. 이처럼 식생의 유무와 수심, 온도에 따라 하천의 수리학적 특성이 달라지고 이에 따른 수중음향도 달라지므로 하천의 물리적 서식환경을 평가하기 위한 인자로 수중음향을 활용할 수 있을 것으로 사료된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.27-27
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• 2021

세굴은 유체와 유사의 상호작용으로 발생하는 중요한 자연 현상 중 하나로, 구조 및 지반 붕괴, 홍수, 생태계 파괴 등의 문제를 야기할 수 있다. 이러한 세굴 현상을 예측하기 위해 많은 수치적 연구가 진행되어왔지만, 대부분의 연구가 기존 격자기반방법인 유한체적법 (FVM)과 개별요소법 (DEM)이 연성된 모델을 이용하였고, 이는 격자 의존도로 인한 정확도와 효율성의 문제점을 보였다. 해결책으로 입자기반 유체해석 방법인 약압축성 SPH (WCSPH)와 개별요소법의 결합모델을 이용한 모의가 연구되어 왔지만, 단순 밀도차를 활용한 유체해석방법이 압력의 불안정성을 야기하여 유사의 운동에도 영향을 주는 결과를 보였다. 또한, 개별요소법의 특성상 모의 입자의 크기를 실제 실험 입자의 크기와 동일하게 설정하면서 입자수가 지나치게 증가해 계산의 효율성이 현저히 낮아지게 되었고, 이로 인해 실제 자연 지형에 적용하는데 어려움을 보여주었다. 본 연구에서는 향상된 세굴 수치모의해석을 위해 반복법을 통해 안정적인 유체 압력을 계산하는 비압축성 SPH (ISPH)와 개별요소법을 연성한 ISPH-DEM 모델을 사용하였다. 또한, 계산속도 향상을 위해 하나의 입자가 다수의 작은 입자의 움직임을 대표하는 Coarse-grained 방법을 적용하여 기존 모델을 개선하였다. 개선된 모델을 NFLOW ISPH PURPLE 소프트웨어를 이용하여 세굴 현상을 수치 모의하였고 실험 결과와 검증을 진행한 결과, 세굴의 깊이, 너비, 형상 등을 비교하였을 때 약 10% 이내의 오차를 보였고, Coarse-grained 방법을 통한 입자 수 감소로 최소 13배 증가된 해석 속도를 보였다. 이를 통해 본 연구에서 제시된 모델이 실제 자연 지형에서의 적용가능성을 확인할 수 있었다.

• Korean Journal of Environmental Biology
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• v.23 no.2 s.58
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• pp.191-199
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• 2005

The community structure, vertical distribution and harpacticoids composition of the meiofauna community were observed from five stations in Marian Cove, King George Island and one station on the northeastern side of Nelson Island. Sample was taken by a free-fall corer in December 2002. Generally, 11 taxa of meiofauna were found, and meiofauna abundance ranged from 322 to 1575 indiv. $10cm^{-2}$ (mean 781 indiv. $10cm^{-2}$). Nematodes were the most dominant group, making up $89\%$ of total meiofauna, followed by harpacticoids $(6.8\%)$. Benthic harpacticoids appeared 19 species of nine families at all the stations, and most various taxa appeared at station B (13 species of seven families). For vertical distribution, more than $70\%$ of meiofauna was concentrated in the upper $0\~2cm$ sediment layers, and the density abruptly decreased with depth in all the stations. Total biomass of meiofauna varied between 41 and $360{\mu}gC\;10cm^{-2}$, and overall mean biomass was $205{\mu}gC\;10cm^{-2}$. Also nematodes had the highest percentage of total maiofauna biomass $(62.4\%)$. The analysis results of Canonical Correspondence Analysis between meiofauna community and sediment grain size showed that polychaets, oligochaets and cumaceans were influenced by silt&cray, and sand, granule and pebble had a influence on harpacticoids, kinorhynchs and ostracods respectively. But nematodes were not affected by sediment grain size.