• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1999.06a
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• pp.287-292
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• 1999

도시화 및 산업화가 급속히 진행되어감에 따라 하천에는 수중구조물이 상당수 설치되어 있어서 교량에서의 세굴에 대한 안전성 여부 및 그에 대한 대책 수립이 매우 절실한 실정이다. 국내의 경우 성수대교 및 행주대교 붕괴사고 이후 특히 하천의 교각에 대한 세굴의 영향은 많은 학자들의 관심이 되어 왔다. 연구의 주된 관점은 세굴에 영향을 미치는 인자들의 역학적 거동에 대한 것으로써 세굴을 일으키는 인자들의 최대 영향 및 최대 세굴심도를 예측하고 세굴로부터 보호하는 공법에 주력하고 있다. 그동안의 조사결과에 의하면 교각이나 교대의 하부구조가 세굴로 인한 위험성이 상당히 내재되어 있는 것으로 알려지고 있다. (중략)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.3
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• pp.1346-1351
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• 2012

In order to evaluate the local scour around offsshore wind foundation, mono pile and jacket foundation were simulated by using FLOW-3D. Numerical analysis results show that local increases of velocity around mono pile and jacket foundation was developed but velocity decreases in backward of pile and leg due to the wake vortex was observed. Local increases of velocity around foundation and scouring of jacket is more significant than that of mono pile, since jacket is the complex structure and has the interference effect with legs. Therefore, in order to evaluate the scour and design the scour protection method, the form and shape of substructures of offshore wind should be considered.

• Journal of the Korean Geosynthetics Society
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• v.8 no.4
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• pp.47-51
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• 2009

The slope failure in the country is caused by mainly rainfall and its type is reported shallow slope failures in general. To investigate the cause of slope failure, the unsaturated soil slope behavior in accordance with rainfall amount studies actively, but there are little studies related the slope erosion and scour by rainfall. The slope erosion and scour by rainfall cause environmental pollution and slope instability, however there are few methods to effectively control them. This research analyzed experimentally how infinite gradients are infiltrated according to the changes of amount of rainfall and the slope of gradients by manufacturing the model of gradient in order to investigate how rainfall infiltrates regarding homogeneous gradients and slope protection method. For this, this experiment measured and analyzed discharge, storage rate occurring in gradients by going on changing amount of rainfall, slope of gradients.

• Ecology and Resilient Infrastructure
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• v.10 no.1
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• pp.1-10
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• 2023

Developmental technique is mixed bio-polymer and riprap to protect the breaking of a levee. Purpose of new technique is restraint from scour and failure of bankside. Technique of this research can apply shore protection and embankment overflow reinforcement works. Because This technique is easy for construction. In order to apply the technique in fields, It is need to conduct the test-bed or real scale experiment study for stability-guaranteed. In case of embankment overflow reinforcement works, It is difficult to conduct test bed in the field. Real scale experiment was conducted in River Experiment Center. Purpose of real scale experiment is to reappear disaster scene by embankment overflow and verify restraint from scour and failure about the technique. In this experiment results, We can find the strength effect of mixed bio-polymer and riprap.

• Journal of Environmental Science International
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• v.13 no.3
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• pp.263-277
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• 2004

The purpose of this study is to analyze the characteristics of riverbed variation due to the sediment protection weir located on the estuary of the main stream of Taehwa river using I-D finite difference model, HEC-6 model, and the followings are the results of estimating sediment transport rate, amount of scour or deposition, and accumulated amount of deposit according to before and after of the sediment protection weir removal with various flow rates in the channel. Ackers-White transport function produced the greatest sediment transport rate while Meyer-Peter showed the smallest sediment transport rate at the most down stream area of the watershed through the sediment transport rate analyses for various flow rates according to the existence or nonexistence of the sediment protection weir. Toffaleti's and Colby transport function were closest to the average value, and the difference among the results of the sediment transport functions showed up to 8～9 times. Duboy's transport function produced the greatest riverbed variation while Toffaleti's showed the smallest variation through the riverbed variation analyses according to the existence or nonexistence of the sediment protection weir. Yang's was closest to the average value, and the difference among the results of the riverbed variation analyses ranged from 1.4 times to 11 times. It is thought that a sediment transport function must be selected very carefully with respect to the criteria of sediment yield estimation because the analysis results of the sediment transport rate and riverbed variation according to flow rates showed significant differences among the sediment transport functions, and the differences of sediment transport rate and riverbed variation according to the various sediment transport functions decreased as the flow rate increased.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.2
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• pp.1102-1108
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• 2014

This study was to compare the protection abilities of an SPF through ground or underwater casting. A mat of 1/10 scale was made and then mortar was placed on the ground and submerged conditions. A limit velocity of each mat was estimated with this experiment. As a result of the test, the mat failed because of the decrease of bearing power in the center of the waterway. On the one hand, the edge of the mat, where the velocity is slow, secures stability. The result of the limit velocity analysis suggests that a velocity of ground placement with 6.51m/s and underwater casting with 9.80m/s is the minimum to ensure stability. When SPF mat with a thickness of 0.50m is replaced with a concrete block, it is calculated to need a maximum thickness of 2.21m.

• Journal of Fisheries and Marine Sciences Education
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• v.28 no.3
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• pp.630-644
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• 2016

We conducted a comprehensive review on artificial reefs (ARs) including seaweed reefs for marine afforestation in relation to their development and research from 1972 to 2016, and then systematically analyzed their current a state-of-the-art and practice. From the review, the followings conclusions are made. First, the objectives of AR projects in the Southeast Asia can be classified into three, i.e. protection and increase of fishery resources, local community's profits, and ecological tourism. Second, fish gathering effects by ARs can be determined in terms of wake region or wake length that tends to increase with the K-C (Keulegan-Carpenter) number. Third, ARs are desirable to deploy across a direction of the main flow but it is essential to keep the deployment interval two to four times the length of a single reef. Fourth, stability of ARs depends on how to evaluate drag coefficient, and Morison formula turns out to be practical. Fifth, local scours of ARs are likely to occur due to a downward flow around the center of the front surface. Finally, it is natural for ARs to positively contribute to the marine ecosystem but it is imperative to develop an evaluation method for the effects of ARs on the marine ecosystem.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.479-479
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• 2016

국내 하천에는 하천을 가로지르는 보나 낙차공과 같은 횡단구조물이 약 5만여개에 달하고 있다. 이러한 보/낙차공과 같은 하천횡단구조물에는 구조물을 월류하여 떨어지는 부분의 세굴을 막기 위하여 apron(물받이공)을 조성하도록 되어있고, 물받이공 하류부 세굴을 막기 위하여 사석을 깔거나, 돌망태를 설치하여 이 부분에서의 세굴을 막아 하상을 보호하도록 하고 있다. 그러나 사석이나 돌망태공, 블록을 이용한 보호공은 한 번 설치되면 이들 공법이 제자리에 남아 있는 한 세굴 방지에 좋은 효과를 발휘한다는 장점이 있지만 포설된 공법은 시간이 지남에 따라 혹은 홍수로 인해 이동되거나 소실되는 문제가 발생되며, 최종적으로 하천횡단구조물의 안전성에도 영향을 미치게 된다. 이와 더불어 강우량의 증대 및 집중호우 등 돌변하는 기후변화로 하천환경변화에 대한 적용 가능한 기술이 미비하다. 따라서 하천에 유해한 물질을 방출시키지 않고 하천환경 및 하천 생물의 생활사에 영향을 주지 않는 무 저독성 소재를 활용하여 치수적으로 수리적 안정성을 강화시키고, 생태적으로도 건강한 생태하천 복원 기술개발이 요구되는 실정이다. 본 연구에서는 무독성 소재를 활용하여 보 하류부에 자연친화적인 하상보호공으로 다층다공성 하상보호기술을 개발하였으며, 개발된 하상보호기술을 CFD 3차원 수치해석과 실내실험을 통하여 수리적 안전성을 검토하였다. 또한 개발된 기술은 김해시 대청천 하류 일부구간에 시범적으로 적용하였고, 시범사업 시공 전 중 후 각 단계에서 물리, 화학, 생물 모니터링을 통하여 개발기술의 현장 적용성을 검증하였다.

• Journal of the Korean Geotechnical Society
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• v.19 no.5
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• pp.233-241
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• 2003

Geotextile tube is hydraulically filled with dredged materials and has been applied to coastal protection and scour protection, dewatering method of slurry, and isolation of contaminated material. Recently, geotextile tube technology is no longer alternative construction technique but suitable desired solution. In this paper, the numerical analysis was performed to investigate the behavior of geotextile tube with various properties of geotextile sheet and hydraulic pumping conditions. Numerical analysis was executed to compare with the results from the large-scale field model tests, and also with those of plane strain analysis and 3-D FEM analysis. A geotextile tube was modeled using the commercial finite element analysis program ABAQUS and the one-quarter of tube was modeled. Behavior of geotextile tube during the hydraulic pumping procedure was analyzed by comparing the large-scale field model test and numerical analysis. The shape variation and maximum tube height between the numerical analysis results and large-scale filed test results are turned out to be in a good agreement.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.3
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• pp.987-995
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• 2013

The purpose of this study is to examine the hydraulic stability of non-toxic revetment technique for eco-friendly design of the domestic river restoration. Recently, instead of the flood control function-oriented river management policy for the engineering efficiency, the improvement of the environmental performance for the ecological river restoration project is implemented. However, the inappropriate hydraulic design criteria of the new revetment technique happen to the economic losses at flood season frequently. The hydraulic stability of the riprap and the block include the banks of rivers, riverbed protection, scour protection and so on. In this study, the high speed experimental channel was developed, which has the maximum velocity of 3.5 m/s, to perform the hydraulic experiments of the block method with non-toxic glue with various conditions to find the critical velocity of the revetment block for the hydraulic stability.