• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.133-136
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• 2004

In-situ collection experiments were performed to analyze inflowing sedilnents behavior as a basic study of topographical change in Nakdong River Estuary. Sediment rate and bed load flux ranged from 0.0004 to $0.472\;g/cm^2/day\;and\;0.0005\~1.7579\;g/cm^2/day$, respectively. The settling velocity of suspended particulate matter was estimated in tire range of $0.339\~1.010\;cm/sec$, The grain size analysis shows that surface sediments in backside of sandbar and bed load in front of dike have a similar grain size distribution. It is considered that the source of surface sediments in backside of sandbar were flowed in from Nakdong River. In order to verify the characteristics of inflowing sediments behavior, detailed surveys around Nakdong River Estuary need to be carried out, continuously.

• Structural Engineering and Mechanics
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• 제82권1호
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• pp.1-16
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• 2022

This work elaborately investigates the influences of the guideway geometry parameters and track irregularity on the dynamic performances of the suspended monorail vehicle-guideway system (SMVGS). Firstly, a spatial dynamic analysis model of the SMVGS is established by adopting ANSYS parameter design language. Then, the dynamic interaction between a vehicle with maximum design load and guideway is investigated by numerical simulation and field tests, revealing the vehicle-guideway dynamic features. Subsequently, the influences of the guideway geometry parameters and track irregularity on the dynamic performances of the SMVGS are analyzed and discussed in detail, and the reasonable ranges of several key geometry parameters of the guideway are also obtained. Results show that the vehicle-guideway dynamic responses change nonlinearly with an increase of the guideway span, and especially the guideway dynamic performances can be effectively improved by reducing the guideway span; based on a comprehensive consideration of all performance indices of the SMVGS, the deflection-span ratio of the suspended monorail guideway is finally recommended to be 1/1054~1/868. The train load could cause a large bending deformation of the pier, which would intensify the car-body lateral displacement and decrease the vehicle riding comfort; to well limit the bending deformation of the pier, its cross-section dimension is suggested to be more than 0.8 m×0.8 m. The addition of the track irregularity amplitude has small influences on the displacements and stress of the guideway; however, it would significantly increase the vehicle-guideway vibrations and rate of load reduction of the driving tyre.

• 대한토목학회논문집
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• 제26권3B호
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• pp.311-319
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• 2006

저면경계층에서 부유사와 소류사 flux를 포함하는 실제적인 표사이동에 기초한 지형변화모델(SED-FLUX)이 개발되었다. SED-FLUX는 파랑모듈, 동수역학 모듈 및 부유사농도, 순부상 flux($Q_s$)와 소류사 flux를 계산하는 표사수송 및 확산모듈을 포함하며, 소류사 flux는 파-흐름 공존장에서 검증된 van Rijn의 TRANSPOR 프로그램에 의해 평가되어진다. 저면에서 순부상 flux $Q_s$는 표사확산모듈에서 source/sink 항으로서 평가되어지며, 수심변화모듈은 수심변화량을 계산하고 시간에 따른 bed level의 변화를 계산한다. 모델의 검증을 위하여 소류사이동의 이동한계수심은 방사성 동위원소 추적자를 사용한 현장 실험자료와 파와 흐름에 의한 표사이동한계수심에 대한 몇몇 경험식과 비교되었다. 본 모델을 파에 의한 해빈 단면변화에 적용한 결과 입사파의 특성에 따른 명확한 침식과 퇴적분포를 나타내었다. 끝으로, 이안제 배후에서 파와 해빈류에 의한 수심변화를 계산한 결과 이안제의 배후에서 초기 tombolo의 형성을 보여주었다.

• 한국환경과학회지
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• 제24권12호
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• pp.1617-1627
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• 2015

This study was carried out to investigate the characteristics of suspended solid concentration in small forest watershed, Hwacheon, Gangwondo. For five rainfall events from July 2013 to August 2013, rainfall, discharge, and suspended solid load has been measured. The results showed that the fist flush effect was observed for suspended solid in each rainfall event, sediment rating curve was obtained with $y=30.029x^{1.573}$ at rising limb and $y=12.902x^{1.8827}$ at falling limb, and EMC (event mean concentration) of suspended solid was calculated to 9.4 mg/L. EMC was compared to the values from the watershed that has various land use types and EMC from forest watershed was much lower that from the crop, paddy or low covered forest watershed.

• 한국농공학회논문집
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• 제57권6호
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• pp.69-77
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• 2015

The objective of this study was to evaluate the performance of selected sediment reduction methods to reduce sediment discharges from drain and irrigation of different types (concrete canals, soil canals). This study was carried out to analysis for the suspended sediment concentration and sediment of drain and irrigation by velocity of flow. The results of study were analysised and summerized as follow. Sedimentation characteristics and size of soil sediment from the concrete and soil canals of downstream smaller than upstream. Suspended sediment concentration and flow times from the suggestion canals bigger than open canal. Structural shape of the canal decreases the velocity of flow also affects the suspended sediment concentration and flow times.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2000년도 학술발표회 논문집
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• pp.553-558
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• 2000

• 한국지형학회지
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• 제25권2호
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• pp.15-29
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• 2018

The sediment transport process in a river reflects the process of geomorphological change in the watershed, influencesthe river bed variation and the river channel migration, and is a parametric phenomenon that exhibits a dynamic self-adjusting process. Sediment load is divided into bedload and suspended load depending on the dominant mechanism. Quantitative sediment load is important information for solving river problems. Because it is difficult and time consuming to measure bedload, compared to that ofsuspended load, data on the sediment transport load and the research required for the gravel-bed rivers are insufficient. This study is to analyze the ratio of the bedload to the total sediment load in gravel-bed rivers. The sediment load ratio in gravel-bed rivers increases with the flow rate per unit width, and the rate of the bedload varies more rapidly than the suspended load. The sediment transport efficiency coefficient has been affected by the ratio of the flow depth to the mean diameter of particles and has been dependent on the shear velocity Reynolds number. So $A^{\ast}$ and $B^{\ast}$ are introduced to compensate for the uncertainties such as bed materials, sediment transport, and flow velocity distribution, and the coefficient of bedload ratio has been presented. For the sediment load data in experimental channels and rivers, A* was 3.1. The dominant variables of $B^{\ast}$ were $u_*d_m/{\nu}$ in the gravel-bed and h/dm in the sand-bed. When $B^{\ast}$ the is the same, in the experimental channels the coefficient of bedload ratio was affected by the bed forms, but in the rivers it was of little difference between the gravel-bed and sand-bed.

• 한국시뮬레이션학회논문지
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• 제19권1호
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• pp.13-22
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• 2010

본 논문에서는 해상 크레인이 인양하는 중량물의 운동 감쇠를 위하여 Tagline을 이용한 PD제어를 수행하였다. 해상 크레인 및 중량물을 각각 6자유도 운동을 하는 강체로 가정하고 뉴턴의 제 2법칙에 따라 운동 방정식을 유도하였다. 중량물의 운동을 감쇠하기 위한 제어 메커니즘으로 Tagline을 사용 하였고, 해상 크레인의 Deck에 설치한 Winch로 Tagline의 장력을 조절하였다. 장력을 조절하는 제어 알고리즘으로는 PD제어를 사용 하였다. 이를 바탕으로 수치적 제어 시뮬레이션을 수행하였다. 또한, 1/100 Scale의 모형 해상 크레인을 제작하고 실험을 통해 제어 시뮬레이션의 결과를 검증 하였다. 제어 시뮬레이션과 모형 시험 수행 결과 Tagline을 이용한 제어가 중량물의 운동을 감쇠시키는데 효과가 있음을 알 수 있었다.

• 한국항만학회지
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• 제13권1호
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• pp.147-154
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• 1999

A Numerical model is developed in order to predict cross-shore beach profile change. In this model it is assumed that sediment transport is generated by waves(bed load transport suspended load transport) and undertow which is defined as offshore directional steady flow in the surf zone. In addition wave tank experiments which reproduce storm-surge were performed. By comparing resulting profile of calculation with experiments, the applicability of this method is verified.

• 한국환경과학회지
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• 제23권11호
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• pp.1801-1805
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• 2014

Longshore current is main transportation mean causing movement of bed load and suspended particle in coastal waters, and effective measurement method and suitable equipment for shallow water coastal environment where is frequently exposed to atmosphere. Measurement equipment for longshore drift was designed and miniature model was applied to Gyeongpo beach in May and June, 2014. The equipment consists of three main elements, spheroid outer casing, spheroid inner casing, observation module equipped with GPS. Gyroscope principle was applied to observation module, and GPS receiver always can be directed upwards. Miniature models were installed along Gyeonpo beach, and it was well to track the flow of longshore current. This research described the design and function of the equipment and results of field experiments.