• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.11-19
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• 2004

When pile foundation constructed by driving method, it is desirable to perform monitoring and estimation of pile drivability and bearing capacity using some suitable tools. Dynamic Pile Monitoring yields information regarding the hammer, driving system, and pile and soil behaviour that can be used to confirm the assumptions of wave equation analysis. Dynamic Pile Monitoring is performed with the Pile Driving Analyser. The Pile Driving Analyser (PDA) uses wave propagation theory to compute numerous variables that fully describe the condition of the hammer-pile-soil system in real time, following each hammer impact. This approach allows immediate field verification of hammer performance, driving efficiency, and an estimate of pile capacity. The PDA has been used widely as a most effective control method of pile installations. A set of PDA test was performed at the site of Donghea-1 Gas Platform Jacket which is located east of Ulsan. The drilling core sediments of location of jacket subsoil are composed of mud and sand, silt. In this case study, the results of PDA test which was applied to measurement and estimation of large diameter open ended steel pipe pile driven by underwater hydraulic hammer, MHU-800S, at the marine sediments were summarized.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 추계학술대회논문집
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• pp.739-746
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• 2006

Anthropogenic underwater sound such as ship radiated noise, pile driving noise. underwater explosive blast and so on, affects marine animals. This study describes the effects of underwater noise on fishes. The characteristics of noise, fish hearing and response, and sound propagation loss are analysed based on existing results and measured data in marine construction site. Finally, the safety zone range of fish on man made underwater noise is derived.

• 수산해양기술연구
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• 제57권1호
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• pp.34-44
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• 2021

In order to collect basic information of response behavior of red seabream (Pagrus major) during pilling, works for constructing wind power station in Byeonsan Peninsular, Korea were investigated. Four cultured red seabream CRB1 to CRB4 [total length (TL): 27.1 ± 1.0 cm; body weight: 359 ± 30 g] were tagged with an acoustic tag and used in experiment. CRB1 and CRB2 to CBR4 were released on the sea surface at same time around the constructing site of the wind power plant on September 22, 2017 and July 18, 2018, respectively. The tracking of the CRB1 to CRB2 and CRB3 to CRB4 were conducted for two hours, approximately, using VR100 receiver including a directional hydrophone and VR2W receivers array consisted of 19 presence/absence receivers (VR2W receivers), respectively. The underwater noise level before (no pile driving works) and during pile driving works was measured 116.0-118.0 dB (re 1��Pa) and a maximum of 160 dB (re 1��Pa), respectively. CRB1 moved about 6.0 km with average swimming speed of 80.2 ± 20.5 cm/s for 2.1 hours without pile driving work. The average water depth of the sea bed on the route of CRB1 was 9.1 ± 0.4 m. CRB2 moved about 7.3 km with the average swimming speed of 96.8 ± 27.1 cm/s for 2.1 hours with pile driving work. The water depth of the sea bed on the route of CRB2 was 11.9 ± 0.6 m. At results of the Rayleigh's z-test two fishes CRB1 and CRB2 showed significant directionality in the movement (p < 0.01). Movement mean angles of CRB1 and CRB2 were 92.7 and 251.8°, respectively. CRB2, CRB3 and CRB4 exhibited the escaping behavioral response from the noise of source during the pile driving work. The swimming speed of the CRB2 exposed on the heavy underwater noise stimuli due to the pile driving work was 1.21 times faster than that of the CRB1 exposed on the ambient underwater noise in the study site.

• 수산해양기술연구
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• 제55권2호
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• pp.129-137
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• 2019

This study was conducted to investigate the effects of underwater noise caused by pile driving during marine construction on fish. In this study, the three gray rockfish were released about 1 km away from the construction site of wind power generation on July 18, 2018 and traced using two acoustic telemetry techniques. The behavior of the fish was analyzed by calculating the moving distance, swimming speed and direction of the gray rockfish. In the results of the acoustic tracking using the ship, the rockfish moved about 2.11 km for about two hours at a speed of $0.28{\pm}0.14m/s$ (0.94 TL/s). The bottom depth of the trajectory of the rockfish was $1.0{\pm}0.6m$ on average. There was a significant directionality in swimming direction of the gray rockfish, and there was no significant correlation between the swimming direction and tidal current direction. Moving distance during 5 minutes (5MD) during pile driving and finishing operations between rock surface and bedrock were 0.94-0.96 times (76.0-77.0 m) and 1.81-2.73 times (146.0-219.5 m), respectively, compared with no pile driving. This study is expected to be used as a basic data of fish behavior research on underwater noise.

• 화약ㆍ발파
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• 제31권1호
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• pp.23-32
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• 2013

발파, 브레이커, 진동로울러 및 파일 작업과 같은 건설공정이 있을 경우, 건설 작업 인접 지역에서는 피해가 발생할 수 있다. 수중 소음의 경우, 지반진동이 고체 전달음의 형태로 전달된다. 이와 같은 수중소음은 강이나 바다 혹은 육지의 양식장에 피해를 유발할 수 있다. 본 연구는 발파, 천공, 브레이커 및 진동로울러와 같은 작업 공정으로 인하여 발생된 지반진동이 수중소음으로 입사될 때의 소음값 및 주파수를 분석하였다. 수중 소음 측정시에는 수중소음기 (TC 4013)을 활용하였으며, 저장 및 분석은 Prosig 프로그램을 활용하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 Asia Navigation Conference
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• pp.105-114
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• 2006

Together with the trend of enhancement in domestic industrial development and economic progress due to import and export, the demand for construction of the roads, bridges, especially port facilities, and several coastal protection and ocean structures is increasing rapidly. MOMAF of Korean Government is driving construction of 9 new ports and renovation of the existing fishery ports. Among these structures most of bridge base, wharves, dolphins, quays, and jetties are being newly built of steel or concrete pile. As the base, supporting bulkheads, and piles are underwater after construction, it is difficult to figure out the status of structures and not enough to get maintenance and strengthen the structures. Every year, moreover, these works suck the government budget due to higher incomplete maintenance expense for protection from corrosions of structures and increased underwater construction period. for the purpose of cutting down the government budget, it is necessary to extend the life cycle of the existing structures. We developed a new method for maintenance of submerged structures near the waterline by allowing dry work environment with the floating caisson. The method shows easy to move around the working area and handle. It also showed not only a significant reduction of maintenance expenses and time for anti-corrosion work but also better protection. This will be a milestone to reduce the maintenance and construction expenses for the shore and water structures.

• 한국항해항만학회지
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• 제30권6호
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• pp.447-455
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• 2006

근래 국내 산업의 고도화와 수출입 증가에 따른 경제력의 상승과 함께 도로, 교량 및 항만시설의 확충과 각종 호안 및 해상구조물의 건설요구가 급증하고 있다. 해양수산부는 9대 신항만의 건설과 기존어항의 재개발을 추진하고 있다 이들 구조물의 대부분은 교각기초, 안벽, 돌핀, 안벽, 돌제 등은 강재나 콘크리트 파일로 새롭게 건설되고 있다. 이들 기초, 지지격벽 및 파일은 건설 후에 수면아래에 있게 되므로 구조물의 상태를 파악하기가 어렵고, 그 구조물의 보수나 보강이 충분하지 못한 상태이다. 더구나 매년 이러한 유지 보수작업은 구조물의 부식을 방지하기 위한 불완전한 보수와 수중공사로 인한 장기작업으로 고비용 때문에 정부의 예산을 소진하게 된다. 이와 같은 정부예산의 지출을 절감하기 위해서는 기존 구조물의 내구연한을 연장시킬 필요가 있는 것이다. 그러므로, 부유식 케이슨으로 건식작업환경을 제공함으로써 평균해수면 수중구조물의 유지를 위한 새로운 기법을 개발하였다. DCPM은 작업구간을 쉽게 이동하고 취급이 용이한 것으로 나타났다. 또한 DCPM은 유지보수비용 및 방식작업 시간을 현저하게 줄였다. DCPM은 해안 및 수중구조물의 유지와 건설비용을 줄이는 이정표가 될 것으로 본다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 춘계학술대회 및 창립 30주년 심포지엄(논문집)
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• pp.163-170
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• 2006

근래 국내 산업의 고도화와 수출입 증가에 따른 경제력의 상승과 함께 도로, 교량 및 항만시설의 확충과 각종 호안 및 해상구조물의 건설요구가 급증하고 있다. 해양수산부는 9대신항만의 건설과 기존어항의 재개발을 추진하고 있다. 이들 구조물의 대부분은 교각기초, 안벽, 돌핀, 안벽, 돌제 등은 강재나 콘크리트 파일로 새롭게 건설되고 있다. 이들 기초, 지지격벽 및 파일은 건설 후에 수면아래에 있게 되므로 구조물의 상태를 파악하기가 어렵고, 그 구조물의 보수나 보강이 충분하지 못한 상태이다. 더구나 매년 이러한 유지 보수작업은 구조물의 부식을 방지하기 위한 불완전한 보수와 수중공사로 인한 장기작업으로 고비용 때문에 정부의 예산을 소진하게 된다. 이와 같은 정부예산의 지출을 절감하기 위해서는 기존 구조물의 내구연한을 연장시킬 필요가 있는 것이다. 그러므로, 부유식 케이슨으로 건식작업환경을 제공함으로써 수선부근에서의 수중구조물의 유지를 위한 새로운 기법을 개발하였다. 개발한 방법은 작업구간을 쉽게 이동하고 취급이 용이한 것으로 나타났다. 또한 기 기법은 유지보수비용 및 방식작업 시간을 현저하게 줄이는 것은 물론 보다 나은 방식을 제공하는 것으로 나타났다. 이 기술은 해안 및 수중구조물의 유지와 건설비용을 줄이는 이정표가 될 것으로 본다.