• Journal of Advanced Marine Engineering and Technology
• /
• 제32권8호
• /
• pp.1240-1247
• /
• 2008

Leakage trouble on the sea water pipeline in engine room is often resulted from a localized corrosion due to severe corrosive environment caused by both high speed and high pressure of sea water flowing through the inner pipe. In addition, when the ship is in stand-by or emergency condition, underwater welding to control the leakage of sea water from a hole of its pipe is very important in an industrial safety point of view. In this study possibility of underwater welding to control leakage of sea water and corrosion property of its welding zone were investigated with the electrochemical methods by parameters of welding methods and welding electrodes when underwater welding is achieved with a such case that sea water is being leaked out with a height at 50mm from a hole of $2.5mm{\emptyset}$ of test pipe. Corrosion resistance of weld metal zone is better than the base metal and its hardness is higher than that of the base metal. However corrosion potential of weld metal zone showed a negative value than that of the base metal, therefore weld metal zone is preferentially corroded rather than the base metal by performance of galvanic cell due to difference of corrosion potential between weld metal zone and base metal. Eventually it is suggested that leakage of sea water is successfully controlled by underwater welding,

• Corrosion Science and Technology
• /
• 제22권6호
• /
• pp.419-428
• /
• 2023

Seawater has been used to cool devices in nuclear power plants. However, the pipes used to transport seawater are vulnerable to corrosion; hence, the inner side of pipelines is coated with an epoxy layer as prevention. Upon coating damage, the pipe becomes exposed, and corrosion progresses. The major cause is widely known as cavitation corrosion, causing the degradation of mechanical properties. In this study, corroded specimens were prepared using cavitation and immersion methods to clarify the degradation trend of mechanical properties with corrosion. Three different types of epoxy coatings were used, and accelerated cavitation procedures were composed of amplitudes of 15 ㎛, 50 ㎛, and 85 ㎛ for 2 h, 4 h, and 6 h. The immersion periods were 3 and 6 weeks. We conducted instrumented indentation tests on all degradation samples to measure mechanical properties. The results showed that higher cavitation amplitudes and longer cavitation or immersion times led to more degradation in the samples, which, in turn, decreased the yield strength. Of the three samples, the C coating had the highest resistance to cavitation and immersion degradation.

• 한국수산과학회지
• /
• 제36권5호
• /
• pp.469-473
• /
• 2003

Transplantation of Sargassum horneri to natural substrate using the rope seeding method was undertaken. Seeding of S. horneri was grown on net in an indoor tank up to 0.2-0.3 cm in frond length for 2 months, and then transplanted to an architecture tile $(10\times10\;cm)$ with underwater glue and an iron pipe. After two months, number of S. horneri on the tile decreased because of grazing by herbivores. However, S. horneri on the iron pipe grew up to 0.5-2.0 cm in frond length. After 7 months, they rapidly grew up to a frond length of 11.0-203.0 cm with a mean frond length of 122.6 cm. S. horneri grew up to a maximum frond length of 313.0 cm, and mean frond length of 228.0 cm, after 10 months. The artificial S. hornevi beds can be used to clean the seawater and also be utilized as a source of marine biomass as well as for supplying habitat, shelter and spawning beds for fish and invertebrates.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
• /
• pp.81-88
• /
• 1998

During an earthquake, there are three main components of excitation : horizontal excitation of the ground, vertical excitation of the pile due to superstructure feedback produced by vertical excitation of the ground, and the seawater excitation induced by the vertical ground shaking, that is, "the seaquake." These excitations could have effects on the soil plugs in open-ended pipe piles installed at offshore sites. In this study, seaquake excitation induced by the vertical ground shaking was simulated by pulsing the water pressure at the seabed. During a seaquake, due to induced excess porewater pressure and pressure gradients in the soil, the capacity of open-ended pipe piles installed in a simulated sea depth of greater than 220 m was reduced serevely and the soil plugging resistance was degraded by more than 80%. The soil plug was failed because of the upward seepage forces that developed in the soil plug due to excess pore water pressure produced in the bottom of the soil plug during the seaquake. The compressive capacity of an open-ended pile in a simulated sea depth of less than 220m was reduced only by about 10%, and the soil plug resistance was degraded by less than 5%.s than 5%.

• 한국압력기기공학회 논문집
• /
• 제17권2호
• /
• pp.119-125
• /
• 2021

Subsea pipelines are widely used to transport hydrocarbons from ultra-deep seawater to facilities on the coast. A sandwich pipe is a pipe-in-pipe system in which the annulus between the two concentric steel pipes is filled with polymer cores and fillers for insulation and structural reinforcement. Sandwich pipeline is always exposed to complex loading such as bending moment, bulking, internal and external pressures caused by installation, operation and environmental factors. This research provides insights into the structural integrity of sandwich pipeline exposed to complex loading conditions using a linear matching method (LMM). The finite element model of the sandwich pipeline has been generated from previous research, and the model validation is performed by comparing the results of the linear analysis between the two models. The temperature dependent material properties are used to simulate the behavior of real pipeline, and the elastic-perfectly plastic (EPP) model has been taken into account for the material non-linearity. Numerical results provide comprehensive insights into the structural response of the sandwich pipeline under monotonic and cyclic loading and provide notable points about the evaluation of the plastic collapse limit and the elastic shakedown limit of the sandwich pipeline.

• 한국해양환경ㆍ에너지학회지
• /
• 제12권2호
• /
• pp.96-103
• /
• 2009

고등어내장, 다랑어 내장 및 크릴새우 분쇄물을 사용하여 제조한 꽃게 통발용 인공미끼에 대하여 수중 생분해도와 현장해수에 미치는 영향을 조사하였다. 실내 생분해도 실험은 유효용량 10L의 아크릴 수조에 수리학적 체류시간은 12시간, 수조 통과유속은 1m/d로 물을 통과시키면서 시간에 따른 인공미끼의 생분해도를 평가하였다. 23일간의 실험기간 중 인공미끼는 원료의 종류에 관계없이 초기에 빠른 속도로 분해된 후 5일 후부터는 안정화되는 경향을 나타내었다. 분해속도는 사용 원료에 따라 다르게 나타났는데 유기물 분해속도 측면에서는 다랑어내장으로 만든 미끼가 가장 빠르게 분해되었는데 반해 암모니아성 질소 분해 측면에서는 고등어 내장을 이용하여 만든 미끼가 가장 빠르게 분해되는 것으로 나타났다. 인공미끼 사용이 해양생태계에 미치는 영향을 평가하기 위하여 인공미끼를 사용한 현장해수에서 통발의 위치 및 깊이에 따른 SS, COD, DO, 인 및 질소와 같은 해양수질을 측정하였다. 현장 해수와 대조구의 수질을 비교해 본 결과, 인공미끼 사용으로 인한 해양수질에 대한 영향은 무시할 수 있는 것으로 나타났다.

• Journal of Welding and Joining
• /
• 제19권3호
• /
• pp.334-341
• /
• 2001

The chemical and geometric effects of weld on flow-accelerated corrosion (FAC) of SA106 Gr.C low alloy steel pipe in 3.5wt% NaCl and simulated feedwater of nuclear power plant have been investigated by using rotating cylinder electrode. Polarization test and weight loss test were conducted and compared at rotating speed of 2000rpm (3.14m/s) with the variables of chemical and geometric parameters. The results showed that the chemical effects were relatively larger than the geometric effects, and the welded parts were the local anode and preferentially corroded, which could be explained by the differences between microstructural and compositional parameters. On the other hand, under active corrosion conditions, the heat affected zone were severely corroded and microstructural effects became the important role in the whole process.

• 수산해양기술연구
• /
• 제33권3호
• /
• pp.194-201
• /
• 1997

Recently with the rapid development in the industries such as an iron mill and chemical plants, these are enlarged by the use of the piping. This piping was encountered the stress corrosion cracking(SCC) because of stress by water pressure and residual stress of welding etc. under industrial water. In this paper, the behaviour of stress corrosion cracking on the weld zone of steel pipe piping water(SPPW) were investigated according to pre-heat before welding in natural seawater(specific resistance : 25$\Omega$-cm). The main results obtained are as follows :1) The stress corrosion cracking for SPPW and SB 41 is most ready to propagate in heat affected zone of weldment. 2) The SCC sensitivity of SPPW on weldment is more susceptible than that of SB 41. 3) The stress corrosion cracking growth of heat affected zone is delayed by the preheat and dry of base metal and electrode before welding.

• 대한기계학회논문집B
• /
• 제37권1호
• /
• pp.81-86
• /
• 2013

소형디젤 발전기의 배기가스는 양적 및 질적 수준에서 유용하게 활용되기에는 부족한 폐열원으로 간주된다. 그러나 본 연구에서는 이러한 배기가스의 폐열을 히트파이프에 의해 회수하고 다중효용확산 증발에 의해 효율적으로 열을 이용하는 해수담수기를 제안하였다. 제안한 증류기는 $171^{\circ}C$의 배기가스에서 52 W 의 폐열을 회수할 수 있고, 이 회수 열량 중 약 85%가 약 70 g/h의 담수를 생산할 수 있는 유용한 열량으로 사용된다. 이 결과는 50cc, 4 행정 엔진을 가진 극소형 발전기의 폐열에 대하여 단효용 장치의 실험값이므로, 10 중효용으로 구성할 경우 약 500 g/h 의 성능을 가질 수 있는 것으로 계산되었다. 따라서 본 증류기는 전기와 담수가 동시에 부족한 지역에서 실제 필요한 식수량을 확보할 수 있는 소용량 담수화장치로 유용하게 활용될 수 있다.

• 한국지진공학회논문집
• /
• 제2권1호
• /
• pp.11-21
• /
• 1998

해상에 설치된 기초말뚝의 경우 지진의 3가지 성분 즉, 지반의 수평운도, 지반의 연직진동에 의해 발생된 상부구조물과의 피드백 (feedback)에 의한 말뚝의 연직진동, 그리고 지반의 연직진동에 의해 유발된 해진(seaquake)의 진동이 말뚝 기초의 거동에 영향을 미친다. 본 연구에서는 유발된 해진의 진동을 해저면에서 유사화된 sine 정현파 형상의 동수압으로 모델링하였다. 해진(seaquake) 작용중 약 220m 이상의 심해에 설치된 개단 말뚝의 지지력은, 지반내에 유발된 과도한 과잉 간극수압으로 인하여, 심각하게 저감도었으며, 관내토 폐쇄력도 80% 이상 감소되었다. 해진중 관내토 선단 하부에서 발생된 과도한 과잉 간극수압으로 인하여 관내토내에 과도한 상향의 침투력이 유발되어 관내토 폐색이 손상되었다. 약 220m 이하의 천해에 설치된 개단말뚝의 지지력은 해진에 의해 약 10% 감소하였으며, 관내토의 폐쇄력은 5%이하만큼 감소하였다.