• Title/Summary/Keyword: Offshore cable

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Analysis of fault current in offshore wind farm ccording to the grid connection method (해상풍력 발전단지의 전력망 연계방식에 따른 고장전류 분석)

  • Ahn, Jin-Hong;Kim, Eel-Hwan
    • Journal of IKEEE
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    • v.24 no.3
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    • pp.691-698
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    • 2020
  • The installation cost or the magnitude of the fault current varies depending on the grid connection method of the offshore wind farm. Therefore, there is a need for an efficient power grid connection method considering the capacity and location of the complex. In particular, most power cables in offshore wind farms use 3-core considering cost and efficiency. In the event of a failure such as a short circuit, the entire cable must be replaced, which can lead to significant losses in terms of cost, considering repair costs and turbine downtime. Therefore, in this paper, a radial, ring, and molding method is introduced into a 100 MW wind farm to be installed at Jeju offshore, and a three-phase short circuit failure is performed using a PSCAD/EMTDC program to perform computer analysis. I would like to propose a suitable power grid connection method.

Dynamic Analysis of Cable with Intermediate Submerged Buoys for Offshore Applications - Frequency Domain Analysis - (해양응용을 위한 중간잠수부표들이 부착된 케이블의 동적해석)

  • Shin, H.
    • Journal of Ocean Engineering and Technology
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    • v.3 no.2
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    • pp.26-34
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    • 1989
  • 심해에서 사용되는 계류선의 큰 자중(self-weight)에 관련된 문제를 해결하기 위하여 케이블-부표 시스템을 이용하는 것은 매우 큰 도움이 된다. 계류선에 적절한 중간잠수부표(intermediate submerged buoys)를 붙임으로써 계류선에 발생하는 최대 장력을 줄일 수 있고, 따라서 케이블의 직경을 감소시킬 수 있다. 본 논문에서는 중간잠수부표가 부착된 케이블의 비선형 정적 방정식과 선형화된 운동방정식이 유도되고, 주파수 영역해석을 이용하여 케이블의 고유진동수와 케이블 상단에서의 장력을 구하고 그것들에 대한 중간잠수부표의 영향을 조사한다.

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A Study on Offshore Longline Type Aquaculture Facilites, Part 1 : 3-D Nonlinear Static Analyisis of Cable-Buoy-Weight Mooring System (내파성 가리비 연승식 양식시성레 관한 연구(I) - 케이블-부이-중량물 계류시스템의 3차원 비선형 정적해석 -)

  • 신현경;김덕수
    • Journal of Ocean Engineering and Technology
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    • v.10 no.1
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    • pp.92-99
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    • 1996
  • Longline type aquaculture facilities are being used for scallpop culture in 30 m of water 2.5 km off the coast of Joomoonjin, Kangwon-do. In this paper, the facilities are modeled by the cabele-buoy-weight system, subject to the nonlinear behaviors of the mooring lines and the effects of current. Its static configuration is shown as a solution of 3-D nonlinear static equation and Runge-Kutta $4^{th}$ method is employed.

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Pressure drop characteristics of concentric spiral corrugation cryostats for a HTS power cable considering core surface roughness

  • Youngjun Choi;Seokho Kim
    • Progress in Superconductivity and Cryogenics
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    • v.25 no.2
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    • pp.19-24
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    • 2023
  • Recently, interest in renewable energy such as solar and wind power has increased as an alternative to fossil fuels. Renewable energy sources such as large wind farms require long-distance power transmission because they are located inland or offshore, far from the city where power is required. High-Temperature Superconducting (HTS) power cables have more than 5 times the transmission capacity and less than one-tenth the transmission loss compared to the existing cables of the same size, enabling large-capacity transmission at low voltage. For commercialization of HTS power cables, unmanned operation and long-distance cooling technology of several kilometers is essential, and pressure drop characteristic is important. The cryostat's spiral corrugation tube is easier to bend, but unlike the round tube, the pressure drop cannot be calculated using the Moody chart. In addition, it is more difficult to predict the pressure drop characteristics due to the irregular surface roughness of the binder wound around the cable core. In this paper, a CFD model of a spiral corrugation tube with a core was designed by referring to the water experiments from previous studies. In the four cases geometry, when the surface roughness of the core was 10mm, most errors were 15% and the maximum errors were 23%. These results will be used as a reference for the design of long-distance HTS power cables.

Galloping of steepled main cables in long-span suspension bridges during construction

  • An, Yonghui;Wang, Chaoqun;Li, Shengli;Wang, Dongwei
    • Wind and Structures
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    • v.23 no.6
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    • pp.595-613
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    • 2016
  • Large amplitude oscillation of steepled main cables usually presents during construction of a long-span bridge. To study this phenomenon, six typical main cables with different cross sections during construction are investigated. Two main foci have been conducted. Firstly, aerodynamic coefficients of a main cable are obtained and compared through simulation and wind tunnel test: (1) to ensure the simulation accuracy, influences of the numerical model's grid size, and the jaggy edges of main cable's cross section on main cable's aerodynamic coefficients are investigated; (2) aerodynamic coefficients of main cables at different wind attack angles are obtained based on the wind tunnel test in which the experimental model is made by rigid plastic using the 3D Printing Technology; (3) then numerical results are compared with wind tunnel test results, and they are in good agreement. Secondly, aerodynamic coefficients of the six main cables at different wind attack angles are obtained through numerical simulation. Then Den Hartog criterion is used to analyze the transverse galloping of main cables during construction. Results show all the six main cables may undergo galloping, which may be an important reason for the large amplitude oscillation of steepled main cables during construction. The flow structures around the main cables indicate that the characteristic of the airflow trajectory over a steepled main cable may play an important role in the galloping generation. Engineers should take some effective measures to control this harmful phenomenon due to the big possibility of the onset of galloping during the construction period.

Numerical model of a tensioner system and riser guide

  • Huang, Han;Zhang, Jun;Zhu, Liyun
    • Ocean Systems Engineering
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    • v.3 no.4
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    • pp.257-273
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    • 2013
  • Top tensioned riser (TTR) is often used in a floating oil/gas production system deployed in deep water for oil/gas transport. This study focuses on the extension of the existing numerical code, known as CABLE3D, to allow for static and dynamic simulation of a TTR connected to a floating structure through a tensioner system or buoyancy can, and restrained by riser guides at different elevations. A tensioner system usually consists of three to six cylindrical tensioners. Although the stiffness of individual tensioner is assumed to be linear, the resultant stiffness of a tensioner system may be nonlinear. The vertical friction between a TTR and the hull at its riser guide is neglected assuming rollers are installed there. Near the water surface, a TTR is forced to move horizontally due to the motion of the upper deck of a floating structure as well as related riser guides. The extended CABLE3D is then integrated into a numerical code, known as COUPLE, for the simulation of the dynamic interaction among the hull of a floating structure, such as spar or TLP, its mooring system and riser system under the impact of wind, current and waves. To demonstrate the application of the extended CABLE3D and its integration with COUPLE, the numerical simulation is made for a truss spar under the impact of Hurricane "Ike". The mooring system of the spar consists of nine mooring lines and the riser system consists of six TTRs and two steel catenary risers (SCRs).

Comparison of Underwater Drop Characteristics for Hazard Apparatuses on Subsea Cable Using Fluid-Structure Interaction Analysis (유체-구조 연성해석 기반 해저케이블 위해인자의 수중낙하 특성 비교)

  • Jang, Gyung-Ho;Kim, Jeong-Hun;Song, Chang Yong
    • Journal of Ocean Engineering and Technology
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    • v.32 no.5
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    • pp.324-332
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    • 2018
  • It is known that damages to the subsea cables used for electric power transmission between islands and countries, including renewable energy from offshore wind power, current, tides, etc., cost much to restore, which causes social and economic losses. Various types of fishing rigs and anchors have been reported to be the greatest hazards to subsea cables. It is possible to design and construct a suitable protection facility for a subsea cable by precisely estimating the underwater behavior of such hazardous apparatuses. In this study, numerical simulations of the underwater behaviors of various hazardous apparatuses were carried out using fluid-structure interaction (FSI) analysis as a basic study to simulate the actual behavior phenomena of hazardous apparatuses in relation to a subsea cable. In addition, the underwater drop characteristics according to the types of hazardous apparatuses were compared. In order to verify the accuracy of the FSI analysis method used in this study, we compared the test results for underwater drops of a steel ball bearing. Stock anchors, stockless anchors, and rocket piles, which were actually reported to be the cases of damage to subsea cables along the southwest coast of Korea, were considered as the hazardous apparatuses for the numerical simulations. Each hazardous apparatus was generated by a Lagrangian model and coupled with the fluid domain idealized by the Eulerian equation to construct the three-dimensional FSI analysis model. The accuracy of the numerical simulation results was verified by comparing them with the analytical solutions, and the underwater drop characteristics according to the types of hazard apparatuses were compared.

Critical Limits of Commercial Diving on the Construction of Tidal Current Power in Jangjuk Channel (장죽수로 조류발전건설시 작업특성에 따른 산업잠수 작업한계)

  • Kim, Won-Seok
    • Journal of Fisheries and Marine Sciences Education
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    • v.25 no.3
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    • pp.733-742
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    • 2013
  • The Korea has significant tidal current energy resources, but it is so hard to work underwater for tidal turbine installation. Therefore commercial diving work is very important for tidal current generator. Also, Jangjuk channel is vary famous as proper area to generate tidal current energy. Nevertheless, no one is studied about characteristics of commercial diving works with installation of tidal current generator. The purpose of this study is to introduce commercial diving with work types and investigate critical limits of diving working under the conditions, which are working only to minutes at slack tide during the neap tide. As the results, work types are five as like mooring installation, OMAS(Offshore Maintenance Access System), support structure installation, cable and turbine installation. Here, the original construction period is expected about 4 months, but the construction take 18 months to complete. The cause of extends construction period is insufficiency of researching tidal current conditions at the site and ignorance of slack tide which need to secure diving working time. Total diving working times are 110th during 18 months, the highest percentage of diving times is turbine installation about 43.6 %, and cable, mooring installation and support structure construction are 27.3 %, 15.5 %, 13.6 %, respectively. On the basis of this study, estimation of times of commercial diving is possible with work types of tidal current power, and has a significance as basic data to determining construction period.

A Study on the Deformation of Cable Pipes via Induction Bending (고주파 벤딩을 통한 케이블 파이프의 변형에 관한 연구)

  • Joo, Yi-Hwan;Qin, Zhen;Moon, Seongmin;Lyu, Sung-Ki
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.19 no.4
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    • pp.79-84
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    • 2020
  • Induction bending via high-frequency heating is widely used for manufacturing pipe and section steel bends. It allows productivity improvement, unit cost reduction, delivery time compliance, and good mechanical properties. The recent increase in high-end vessels and offshore plants has raised the demand for high-frequency bending, which should improve the product quality and reduce the costs by simplifying the fabrication process; therefore, the characteristics and performance of this technique must be studied and proper design technology is required. During hot pipe bending via induction heating, the outward wall thickness of the pipe is thinned due to tensile stress and this thickness reduction cannot exceed 12.5%. This study focused on pipe bends with a bending curvature of 5D and their optimization design; in particular, the conditions that can both improve the productivity of the high-frequency bending process and keep the maximum thickness reduction below 12.5% were determined.

Reduced Switch Count Topology of Current Flow Control Apparatus for MTDC Grids

  • Diab, Hatem Yassin;Marei, Mostafa Ibrahim;Tennakoon, Sarath B.
    • Journal of Power Electronics
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    • v.16 no.5
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    • pp.1743-1751
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    • 2016
  • The increasing demand for high voltage DC grids resulting from the continuous installation of offshore wind farms in the North Sea has led to the concept of multi-terminal direct current (MTDC) grids, which face some challenges. Power (current) flow control is a challenge that must be addressed to realize a reliable operation of MTDC grids. This paper presents a reduced switch count topology of a current flow controller (CFC) for power flow and current limiting applications in MTDC grids. A simple control system based on hysteresis band current control is proposed for the CFC. The theory of operation and control of the CFC are demonstrated. The key features of the proposed controller, including cable current balancing, cable current limiting, and current nulling, are illustrated. An MTDC grid is simulated using MATLAB/SIMULINK software to evaluate the steady state and dynamic performance of the proposed CFC topology. Furthermore, a low power prototype is built for a CFC to experimentally validate its performance using rapid control prototyping. Simulation and experimental studies indicate the fast dynamic response and precise results of the proposed topology. Furthermore, the proposed controller offers a real solution for power flow challenges in MTDC grids.