• Journal of Advanced Marine Engineering and Technology
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• 제37권6호
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• pp.611-616
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• 2013

선박운항의 경제성, 효율성 및 편리성을 높이면서 친환경적인 선박에 대한 연구가 지속적으로 추진되고 있는데, 그 중 한 예로 전자제어식 디젤엔진의 개발을 들 수 있다. 그러나 전자제어식 엔진으로 추진되는 선박은 안전성과 신뢰성이 우려되고 있어 이들을 선박에 널리 보급하는데 어려움을 겪고 있다. 본 연구에서는 이러한 문제를 해결하기 위하여 전자제어식과 캠구동식 연료분사시스템을 탑재하고 있는 선박의 주기관을 이용하여 시스템별 배기성능을 비교 분석하였다. 그 결과 전자제어식의 경제적 운항 모드에서는 캠구동식과 비슷한 배기특성을 나타내었지만, 유해가스 저배출 모드의 100% 부하상태에서는 NOx를 100ppm 이상, HC의 경우 50% 부하상태에서는 10~20ppm을, 25% 부하상태에서는 35~40ppm을 캠구동식에 비해 저감시킨다. 연료소비율에 있어서는 25% 부하상태에서 압축압력을 캠 구동식에 비해 200bar 이상 증가시킨 700bar로 유지할 때 7g/kWh 정도 저감되었다.

• 대한조선학회 특별논문집
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• 대한조선학회 2008년도 특별논문집
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• pp.16-28
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• 2008

Recent growth in LNG market has led dramatic increase in new buildings of LNG carriers and several large LNG carriers are now being constructed by shipbuilders in Korea. Large size LNG carriers has brought keen concerns on the issue regarding safety of cargo containment systems and sloshing impact load which is the critical source of loads on the membrane type containment systems. Up to the present, the best way to properly assess sloshing impact pressures on surrounding walls is a model testing for wide-ranged excitation conditions. These impact pressures obtained from model tests sometimes need to be interpreted to full-scale values and in the near future this necessity will be strengthened for more rigorous and direct safety assessment of LNG cargo containment system. In this paper, a basic experimental study is carried out with two different sized, 2D identically shaped model tanks excited in simple translational motions. Relationships between pressures of different sized model tanks are investigated Model tanks are filled with fresh water and equipped with same sized pressure sensors.

• 한국수산과학회지
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• 제18권2호
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• pp.94-100
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• 1985

부산수산대학 실습선 부산403호의 내부개조 및 중량물의 철거로 인한 복원성의 변화를 측정하기 위하여 경사시험을 실시하고, 개조전과 시험시의 GM, K, GA의 값을 비교하였으며, 또한 어선 설비 등에 관한 규칙 및 IMO 규정에 비추어 복원성능을 검토하였다. 1. 경하 및 만재출항상태에서의 GZ값은 각각 0.307m 및 0.325 m 여서 복원성에는 이상이 없는 것으로 판단된다. 2. 경하상태에서는 개조전보다 GM이 0.046m 작고, KG 0.141 m 크나, 복원성에는 지장이 없는것으로 보아진다. 3. 만재출항상태에서 탱크 내 액체의 자유표면의 유동을 고려하지 않을 때는 개조전보다 GM이 0.163 m 작고 KG가 0.173 m 크나 복원성에는 지장이 없는 것으로 간주된다. 그러나 탱크 내 액체의 자유표면의 유동을 고려하면 GM 0.275m는, 어선 설비 등에 관한 규칙에서 산정한 GM의 기준치인 0.353m에 미치지 못하므로 이에 대한 보완이 필요하다고 본다.

• 대한조선학회논문집
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• 제31권4호
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• pp.66-72
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• 1994

선박의 조종성능을 정확히 평가하기 위해서 지난 약 10년간 각종모형시험이 수행되었다. 그러나 수학모델에 나타나는 변수들은 너무 다양하고, 복잡한 특성을 나타내기 때문에 아직까지 설계분야에 직접 사용할 수 있는 유용한 형태가 구축되지 않았다. 본 연구에서는, 이 수학모델에서 가장 중요한 변수인 프로펠러에서의 유효반류계수($1-{\omega}_P$)와, 유효타각 $\delta_R(\beta_R)$)을 회류수조에서 조사하였다. 모델은 설계속도와 저속에서 각각 실험이 이루어졌고, 흘수 또한 만재상태와 밸러스트상태에서 실시되었다. 프로펠러 추력과 타직압력은 주어진 사항각과 프로펠러 회전수에서 측정되었다. 이 추력은 유효유입속도나 유입방향의 해석에 사용된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.133-144
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• 2009

Incheon Bridge, 18.4 km long sea-crossing bridge, will be opened to the traffic in October 2009 and this will be the new landmark of the gearing up north-east Asia as well as the largest & longest bridge of Korea. Incheon Bridge is the integrated set of several special featured bridges including a magnificent cable-stayed girder bridge which has a main span of 800 m width to cross the navigation channel in and out of the Port of Incheon. Incheon Bridge is making an epoch of long-span bridge designs thanks to the fully application of the AASHTO LRFD (load & resistance factor design) to both the superstructures and the substructures. A state-of-the-art of the geotechnologies which were applied to the Incheon Bridge construction project is introduced. The most Large-diameter drilled shafts were penetrated into the bedrock to support the colossal superstructures. The bearing capacity and deformational characteristics of the foundations were verified through the world's largest static pile load test. 8 full-scale pilot piles were tested in both offshore site and onshore area prior to the commencement of constructions. Compressible load beyond 30,000 tonf pressed a single 3 m diameter foundation pile by means of bi-directional loading method including the Osterberg cell techniques. Detailed site investigation to characterize the subsurface properties had been carried out. Geotextile tubes, tied sheet pile walls, and trestles were utilized to overcome the very large tidal difference between ebb and flow at the foreshore site. 44 circular-cell type dolphins surround the piers near the navigation channel to protect the bridge against the collision with aberrant vessels. Each dolphin structure consists of the flat sheet piled wall and infilled aggregates to absorb the collision impact. Geo-centrifugal tests were performed to evaluate the behavior of the dolphin in the seabed and to verify the numerical model for the design. Rip-rap embankments on the seabed are expected to prevent the scouring of the foundation. Prefabricated vertical drains, sand compaction piles, deep cement mixings, horizontal natural-fiber drains, and other subsidiary methods were used to improve the soft ground for the site of abutments, toll plazas, and access roads. Light-weight backfill using EPS blocks helps to reduce the earth pressure behind the abutment on the soft ground. Some kinds of reinforced earth like as MSE using geosynthetics were utilized for the ring wall of the abutment. Soil steel bridges made of corrugated steel plates and engineered backfills were constructed for the open-cut tunnel and the culvert. Diverse experiences of advanced designs and constructions from the Incheon Bridge project have been propagated by relevant engineers and it is strongly expected that significant achievements in geotechnical engineering through this project will contribute to the national development of the longspan bridge technologies remarkably.

• 대한조선학회지
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• 제4권1호
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• pp.49-54
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• 1967

The authors considered the effects of trim in the small coastal passenger boat upon resistance in this paper. Any change of trim no matter how small, necessarily produces some effect upon resistance. The relations between the resistance coefficients and trim were investigated through the towing test of the Model $MCI-P_1-65$, Korean Standardized Ship, GT 70 tons passenger boat in the gravitational tank. The Lines of the Model are given in Fig. 1. Principal dimensions and other characteristics vary with the trim in general. Those values varied with the trim for $MCI-P_1-65$ are tabulated in table 1. The resistance was measured at five conditions such as even keel, 0.0273L, (original designed trim) 0.0473L, 0.0663L, 0.0873L trim by the stern, fixing the displacement corresponding to the designed load water line. Model was made of wood in length of 3.5 feet coated with varnish, and without appendages. As the artificial turbulent stimulator, the sand strip method was used. The results of model towing tests, correcting to water temperature of $70^{\circ}F$, were expanded to full scale using the Schoenherr's friction formula and surface roughness allowance coefficient of 0.0004. The authors point out, the following results. 1) Optimum trim which gives the minimum resistance exists for every speed at constant displacement and each comes to the same value. For $MCI-P_1-65$ optimum trim is 0.0673L trim by the stern(Fig.4-The cross curves of the resistancecoefficients). 2) At constant displacement, when LCB(longitudinal position of center of buoyancy) varies with the trim, there exists optimum value of LCB which gives minimum resistance for every speed and each comes to the same value. For $MCI-P_1-65$ optimum position of LCB is 8%L aft from midship section (Fig.6).