이 연구는 운항자가 항해 중 위험을 느끼는 고정 및 이동 물표에 대한 해상교통위험성평가에 대한 것이다. 이를 위해 선박 길이와 속력, 선박조종성능이 고려된 동적선박영역을 기초로 한 충돌위험평가식을 구하였다. 특히, 동적선박영역과 충돌위험평가식을 하이브리드 결합하여 자선의 크기, 속력 등의 영향을 정량적으로 지표화한 항해위험성평가모델을 검토 및 개선하고자 한 것이다. 기존 항해위험성평가 모델에 적용이 부족한 속장비(speed length ratio) 즉, 선박의 길이와 속력에 대한 비가 고려된 새로운 형태의 해상교통위험성평가 모델을 제안하고자 한다. 그 결과 무차원 속력 즉, 속장비가 클수록 CJ 값이 크며, CJ 값은 속장비에 의해 잘 표현되고 있다. 또한, 속장비가 크면 속장비가 작은 경우보다, 보다 먼 거리에서부터 [주의], [경계], [위험] 또는 [매우위험]상태에 도달한다. 이 연구의 결과는 위험항로 회피 또는 최적항로 구축, 방파제폭이나 교량경간 등을 포함한 항로나 항만개발, 연안항해용 안전해도 개발 및 향후 자율운항선박과 같은 스마트선박의 운항 중 충돌방지와 최적항로 선정에 자료로 사용될 수 있을 것이다.

Shipwaves can have harmful effects on people who are using riverside and cause bank erosion, bank structures destruction in restricted waterways. The wave field near a vessel is consisted of a combination of a primary and secondary wave system in a shallow or restricted waterway. The water level depression(squat) and return current beside the hull are called the primary wave system. The secondary wave system, that is the wave height originates from a local disturbance point such as the bow of the ship. This study aims at investigating the characteristics of the wave field around a vessel in a restricted water in relation to navigation experimentally and theoretically. The return current and squat with a correction factor can be newly evaluated and the almost same high-sized wave heights take place on the whole waterway in a restricted water without regard to the distance from the sailing line.

Shipwaves am have harmful effects on ships working on the sea, in a harbour or navigational channel and caused beach erosion, seawall destruction. This study aims to investigate describe the characteristics of the wave pattern generated by an individual model ship tested at different velocities and hull forms for a given water depth and to investigate the variations at a given distance from the sailing line under the same conditions. As a result, the angles a's by model ship tests are smaller than those by real ship ones. Wave heights decreases with an increasing the mid-ship cross sectional area As. The maximum wave height and period increase rapidly in the subcritical speed, and beyond the critical speed the height and period decrease with increasing depth Froude number. And the period keeps constant with the distance from the sailing line.

In this paper we proposed a model that the deformation of the submerged rubble mound breakwaters composed with materials of various size, induced by wave action, can be computed. The water particle kinematics by waves in porous mound structure are computed by CADMAS-SURF, then the deformation of structure is computed using DEM module. To investigate the interaction of wave and sectional deformation of structures, analysis is accomplished by two steps. Analysis at the first step is executed with incipient mound. And analysis at the second step is executed with deformed mound by wave action. Furthermore, behaviors of materials are influenced by various properties such as the contact stiffness and the friction angle. Therefore, in order to present the behavior of the element caused by various properties, computations are accomplished with random coefficients by using the Monte Carlo simulation.

In the majority of previous studies on deformation of seabed structures using DEM, elements of structures have been assumed that it is composed with uniform materials or received fixed wave force, despite that actual submerged structures are composed with various size materials and influenced by complicated fluid field. The goal of this study is to develop a new model for analysis of seabed structure deformation using discontinuous structures composed with various size materials. As the first phase, a model using DEM and VOF, which can compute the deformation of submerged structures composed with various size materials, such as rubble mound structures, is proposed. A model test is carried out and then the validity of the model is discussed.