• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.1
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• pp.197-205
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• 1992

For the optimal design of composite breakwaters, a computer program PROCOBRA is developed using the combined ALM-BFGS algorithm. A model formulation for the section design optimization problem of composite breakwaters is proposed where a concept of subsectional weighting factors is introduced in the objective function. Usability of the program is verified through a numerical example. From the study, it is found that the ALM-BFGS method is reliable and can be effectively applied for the design optimization of coastal structures. Compared with conventional design process, it is proved that the economical design of composite breakwaters is possible.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.15 no.4
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• pp.197-206
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• 2003

A new type of breakwater, which can be applicable to soft ground without special treatment because of its light self weight and structural characteristic of bottom wall, has recently been developed. The objective of this study is to propose an evaluation method of safety factor for the new type of breakwater considering 3 categories of sliding, overturning, and bearing capacity. Previous method for gravity type of breakwater was modified and the proposed method was verified by comparing the safety factors with maximum lateral displacements, which were obtained from finite element analysis for various types of breakwaters and ground conditions. The results showed the newly proposed evaluation method of safety factors could reasonably be utilized.

• Water for future
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• v.39 no.3 s.152
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• pp.56-70
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• 2006

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.31 no.6
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• pp.351-355
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• 2019

Load resistance factors for the limit state design of vertical caisson breakwaters are presented. Reliability analysis of 16 breakwaters in nationwide ports was conducted to calculate the partial safety factors and they were converted into load and resistance factors. The final load resistance factor was calibrated by applying the optimization technique to the individually calculated load resistance factors. Finally, the breakwater was redesigned using the optimal load resistance factor and verified whether the target level was met. The load resistance factor according to the change of the target reliability level is presented to facilitate the limit state design of breakwater.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.16 no.3
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• pp.440-447
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• 2012

Numerical model experiments of wave transformation due to the reclamation and the construction of breakwater in case of 50 years design wave were performed using time dependent mild slope equation included shoaling, refraction, diffraction, reflection and wave breaking. As waves propagate to the shore, wave height gradually diminishes by the bottom friction and wave breaking etc.. After the reclamation and the construction of 75 m length breakwater, wave height distributions in the lee of breakwater have the range of 29~128 cm. To make better the harbor tranquility the length of breakwater needs to extend more than 100 m. After the construction of breakwater, wave height in the lee of the structure was deduced over 80%.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.58-63
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• 1992

In addition to the traditional breakwater faculty, multipurpose breakwater of vertical slit type perforated breakwater was planed and designed using the idea of waterfront and wave dissipation of breakwater. As a result of experimental test, the good hydraulic characteristics was confirmed by comparison of traditional structure, and in order to the field application the section was improved on the test of result.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.538-542
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• 2005

본 연구에서는 Penney와 Price(1952)의 해석 해를 사용하여 반무한방파제, 양익방파제등에서 발생하는 회절현상에 대한 해석 해를 구하였다. 양익방파제가 경사지게 위치한 경우에도 중첩을 통하여 해석 해를 구할 수 있었으며, 이를 바탕으로 방파제의 위치와 입사파랑의 각도에 따른 각각의 경우에 대하여 해석 해를 구할 수 있다. 또한, 구조물에 입사된 파랑성분과 구조물의 폭만큼의 개구부를 갖는 양익방파제를 통과하는 회절파성분과 같게 표현될 수 있는 반사파성분을 서로 중첩시켜 구조물 전면부에서 발생되는 완전반사 및 부분반사현상에 대한 해석 해를 제시하였다. 국내의 실무에서 해안 및 항만 구조물 설계에 사용되는 수치프로그램들의 정확도를 간단히 판단할 수 있는 비교 대상으로 이러한 해석해가 이용될 수 있으리라 판단된다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2007.12a
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• pp.163-165
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• 2007

제주 외항의 2단계 항만시설 사업으로 동방파제, 동방파호안, 접안시설, 친수호안, 접속호안 등 2,374m 구간에 대해 방파제 내파 안정성과 반사파 저감을 위한 단면계획을 통해 설계에 반영하였으며 지반 침하 및 지진피해 최소화를 위한 구조물의 사용 및 내구성을 중대시켰으며, 특히 크루저 선박의 본격취항을 대비한 친수공간개념의 도입에 많은 노력을 기울였다. 대상 사업지는 지형적 특성상 복잡한 형태의 고파랑이 작용하므로 방파제의 설계파를 7.3m로 상향조정하였고, 방파제 제간부에 발생하는 충격쇄파압에 대한 안정을 확보하기 위해 소파블록 피복케이슨제를 적용하였다. 제주도가 가지는 국제적 위상에 맞추어 국제미항개발, 레저형 웰빙공간조성 및 제주항이 가지는 자연적 특성을 반영하여 친수 방파제와 호안 및 배후시설의 친환경적인 배려를 최대화 하였다. 해양 생태계 보호를 위하여 해조류 서식지 및 해중림 조성 등 생태복원계획도 수립하였다.

• 어항어장
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• s.8
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• pp.93-97
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• 1989

• 어항어장
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• s.9
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• pp.81-93
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• 1989