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Study on the Air Insulation Design Guideline for ±500 kV Double Bipole Transmission Line with Metallic Return Conductor (도체귀로형 ±500 kV Double Bipole 송전선로 공기절연에 관한 연구)

  • Shin, Kooyong;Kwon, Gumin;Song, Seongwhan;Woo, Jungwook
    • KEPCO Journal on Electric Power and Energy
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    • v.5 no.3
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    • pp.141-147
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    • 2019
  • Recently, the biggest issue in the electricity industry is the increase in renewable energy, and various technologies are being developed to ensure the capacity of the power system. In addition, super-grids linking power systems are being pushed to utilize eco-friendly energy between countries and regions worldwide. The HVDC transmission technology is required to link the power network between regions with different characteristics of the power system such as frequency and voltage. Until now, Korea has applied HVDC transmission technology that connects mainland and Jeju Island with submarine cables. But, the HVDC transmission technology is still developing for long-distance high-capacity power transmission from power parks on the east coast to load-tight areas near the metropolitan area. Considering the high population density and mountainous domestic environment, it is pushing for commercialization of the design technology of the ${\pm}500kV$ Double Bipole with metallic return wire transmission line to transmit large-scale power of 8 GW using minimal right of ways. In this paper, the insulation characteristics were studied for the design of double-bipole transmission tower with metallic return wire, which is the first time in the world. And the air insulation characteristics resistant to the various overvoltage phenomena occurring on transmission lines were verified through a full-scale impulse voltage test.

A study on the Livestock nonpoint source runoff characteristics and Load Calculation (축산계 비점오염원 유출 특성 및 부하량 산정에 관한 연구)

  • Ryu, Jeha;Yoon, Chun Gyung;Cho, MoonSoo;Lee, HyoJun;Lee, BoMi
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.574-574
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    • 2016
  • 유역으로 유입되는 오염물질의 발생원은 점오염원과 비점오염원으로 구분할 수 있으며 점오염원의 경우 생활하수, 산업폐수, 그리고 축산폐수에 대해 처리시설 확충 및 기술개발을 통해 관리하고 있다. 비점오염원에서의 오염물질 유출은 토지이용, 강우, 불특정적인 오염물질 투입상태 등에 따라 다르며, 지역적 특성에 영향을 받기 때문에 불확실성이 고려되어야 한다. 특히 농촌지역에서의 비점오염은 접근이 어렵고 관리주체가 모호하여 좀처럼 규명되지 않았으며, 전국적으로 그 영향이 정량화되지 않아 실질적인 관리 및 대책마련에 어려움이 있었다. 특히, 가축분뇨의 발생으로부터 처리, 자원화에 이르기까지 각 관리체계에 있어서 축산비점오염의 배출경로와 수계오염부하량, 수질환경 영향을 정밀하게 분석하여 향후 대책마련을 위한 기초자료를 확보할 필요가 있다. 또한 전국적으로 비점오염이 수계에 미치는 영향과, 그 중 축산비점오염의 영향을 면밀히 분석하여 향후 정책 및 제도개선을 위한 과학적 기초자료로서 활용할 필요가 있다. 따라서 본 연구에서는 축산 밀집 지역을 대상으로 오염원 조사를 통해 강우시 비점오염 모니터링 지점을 선정 하였으며, 년5회씩 강우 모니터링을 하여 기초데이터를 축적 하였다. 대상지역은 강원도 횡성군에 위치한 일리천 유역이며 농가 수는 총 90개의 농가가 위치하고 있는데 그 중 돼지 1,467마리, 한우 1,957마리, 젖소 581마리, 개 2,880마리, 닭 75,000마리, 사슴 4마리로 조사되었다. 대상유역을 대상으로 배출부하량을 조사한 결과 BOD 배출부하량은 총 509.3 kg/day, T-N 배출부하량은 총 331.5 kg/day, T-P 배출부하량은 총 28.3 kg/day로 조사되었다. 유출특성을 파악하기 위하여 유량가중평균농도(Event Mean Concentration, EMC)를 산정한 결과 BOD의 경우 MW-4에서 1.2 mg/L - 7.2 mg/L, MW-5에서 0.8 mg/L - 6.3 mg/L, MW-7에서 0.7 mg/L - 5.2 mg/L의 범위를 보였다. T-N의 경우 MW-4에서 1.426 mg/L - 5.321 mg/L, MW-5에서 1.205 mg/L - 4.27 mg/L, MW-7에서 0.989 mg/L - 3.859 mg/L의 범위를 보였다. T-P의 경우 MW-4에서 0.245 mg/L - 0.632 mg/L, MW-5에서 0.236 mg/L - 0.596 mg/L, MW-7에서 0.213 mg/L - 0.521 mg/L의 범위를 보였다. 본 연구에서 EMC를 산정한 방법은 평시 수질 및 유량을 정하는 기준에 따라 값이 많이 달라질 수 있다. 따라서 합리적으로 평시 부하량을 제외하고 강우시의 영향을 파악할 수 있는 EMC 산정방법에 대한 추가적인 고찰이 필요할 것으로 사료된다.

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A Study on the Flame Retardance and Electrical Properties of Silicone Composites (실리콘 복합체의 내화 및 전기 특성에 관한 연구)

  • Lee, Sung-Ill;Lee, Hae-Joon
    • Elastomers and Composites
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    • v.38 no.3
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    • pp.227-234
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    • 2003
  • Silicone composites for high voltage insulator (HVI SC) were prepared by adding aluminum trihydrate(ATH) treated by surface treatment agent to base silicone compound at the ratio oi 100:20, 100:40, 100:60, 100:80, and 100:100, respectively And also, ATH was treated by various surface treatment agents, such as stearic arid, acryl silane, and vinyl silane under compounding process. Mechanical properties and electrical properties were investigated for the various contents of ATH and surface-treatment agents. Mechanical properties such as tensile strength, elongation, and tear strength decreased as the load of ATH increased. Volume resistivity, AC break down strength, and tracking resistance for HVI SC containing ATH treated by vinyl silane were better than those for HVI SC containing ATH treated by other surface treatment agents, such as stearic acid and acryl silane. Polymer-filler interaction of silicone composites according to surface treatment agents was studied by measuring bound rubber contend(BR). From the experimental results, BR of silicone composite containing ATH treated with vinyl silane was higher than that of the others. The degree of rule for silicone composite was investigated using Rheometer. Maximum torque of silicone composites contaning ATH treated with vinyl silane was higher than that of silicone composite contaning ATH treated with other surface agents.

Design Methodology on the Steel-type Breakwater I.Design Procedure and Wave Pressure Estimation (철재형 이안제 설계기법 연구 I. 설계 및 파압추정 단계)

  • Kweon, Hyuck-Min;Han, Yu-Shik;Kwon, Oh-Kyun;Ko, Kyoung-Lae
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.3
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    • pp.209-218
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    • 2011
  • The present study proposes a new estimation relationship for the transmission rate of the steel breakwater which is expected to make up for the weakness points in existing hard solution for shore protection. The steel breakwater consists of the wave dissipator of the dual horizontal plates, the supporting columns and their foundations, and thus its respective designs should also be conducted one by one. Furthermore, the breakwater has to ensure both functions of shore protection and structure stabilization. The study produced experimental data for the stability and safety investigation of the steel breakwater. The forces acting on the steel breakwater were classified into two categories, one is vertical up and down loads for the pile resistance and the other was maximum difference of the vertical load acting on horizontally different position for the torsion. The study applied the stability force produced by the summation of maximum pressure at each point and the safety force acting on each point simultaneously. The regular wave corresponding to the significant wave was utilized for measuring wave pressure and force. The study showed the method for the proper position of submerged upper plate by considering occurrence frequency of tide level. The design process finally determined by trial and error is proposed in the present study.

An Experimental Study on the Reduction Effects of Shading Devices on Sky Radiant Cooling in Winter (차양장치의 겨울철 천공복사 냉각 저감 효과에 관한 실험적 연구)

  • Kim, Jin-Hee;Kim, Young-Tag;Lee, Soo-Yeol;Choi, Won-Ki
    • Land and Housing Review
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    • v.12 no.1
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    • pp.129-137
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    • 2021
  • External shading devices are well known solar control devices that can help reduce the cooling load of commercial buildings. For this study, experiments were conducted to examine the feasibility of shading devices in reducing both the cooling and heating loads. The influence of sky radiant cooling during winter was verified for the external shading device, internal roller blind, and window. Results can be summarized as follows. The temperature difference between the inner and outer surfaces of the window with the external shading device was 11.8℃ compared to 14.6℃ for one without the external shading device. This 2.8℃ difference was due to heat exchange by sky radiation when the surface temperature of the shading device was lower than the ambient outdoor air temperature. The roller blind resulted in a lower temperature of 0.8℃ compared to the average temperature of the window's air cavity. This was due to heat exchange by sky radiation of the roller blind surfaces. Without shading devices, the outside surface temperature of the window is about 3℃ higher. The study also found that when external shading devices were installed on both the southwest and southeast sides, the outside surface temperature of the windows were lower on the southwest side than the southeast side.

Development of the Dredged Sediments Management System and Its Managing Criteria of Debris Barrier (사방댐 준설퇴적물 관리시스템 개발 및 관리기준 제안)

  • Song, Young-Suk;Yun, Jung-Mann;Jung, In-Keun
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.267-275
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    • 2018
  • The dredged sediment management system was developed to have an objective, quantitative and scientific decision for the optimum removal time of dredged sediments behind debris barrier and was set up at the real site. The dredged sediment management system is designed and developed to directly measure the dredged sediments behind debris barrier in the field. This management system is composed of Data Acquisition System (DAS), Solar System and measurement units for measuring the weight of dredge sediments. The weight of dredged sediments, the water level and the rainfall are measured in real time using the monitoring sensors, and their data can be transmitted to the office through a wireless communication method. The monitoring sensors are composed of the rain gauge to measure rainfall, the load cell system to measure the weight of dredged sediments, and water level meter to measure the water level behind debris barrier. The management criteria of dredged sediments behind debris barrier was suggested by using the weight of dredged sediments. At first, the maximum weight of dredged sediments that could be deposited behind debris barrier was estimated. And then when 50%, 70% and 90% of the maximum dredged sediments weight were accumulated behind debris barrier, the management criteria were divided into phases of Outlooks, Watch and Warning, respectively. The weight of dredged sediments can be monitored by using the dredged sediment management system behind debris barrier in real time, and the condition of debris barrier and the removal time of dredged sediments can be decided based on monitoring results.

Wind load and wind-induced effect of the large wind turbine tower-blade system considering blade yaw and interference

  • Ke, S.T.;Wang, X.H.;Ge, Y.J.
    • Wind and Structures
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    • v.28 no.2
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    • pp.71-87
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    • 2019
  • The yaw and interference effects of blades affect aerodynamic performance of large wind turbine system significantly, thus influencing wind-induced response and stability performance of the tower-blade system. In this study, the 5MW wind turbine which was developed by Nanjing University of Aeronautics and Astronautics (NUAA) was chosen as the research object. Large eddy simulation on flow field and aerodynamics of its wind turbine system with different yaw angles($0^{\circ}$, $5^{\circ}$, $10^{\circ}$, $20^{\circ}$, $30^{\circ}$ and $45^{\circ}$) under the most unfavorable blade position was carried out. Results were compared with codes and measurement results at home and abroad, which verified validity of large eddy simulation. On this basis, effects of yaw angle on average wind pressure, fluctuating wind pressure, lift coefficient, resistance coefficient,streaming and wake characteristics on different interference zone of tower of wind turbine were analyzed. Next, the blade-cabin-tower-foundation integrated coupling model of the large wind turbine was constructed based on finite element method. Dynamic characteristics, wind-induced response and stability performance of the wind turbine structural system under different yaw angle were analyzed systematically. Research results demonstrate that with the increase of yaw angle, the maximum negative pressure and extreme negative pressure of the significant interference zone of the tower present a V-shaped variation trend, whereas the layer resistance coefficient increases gradually. By contrast, the maximum negative pressure, extreme negative pressure and layer resistance coefficient of the non-interference zone remain basically same. Effects of streaming and wake weaken gradually. When the yaw angle increases to $45^{\circ}$, aerodynamic force of the tower is close with that when there's no blade yaw and interference. As the height of significant interference zone increases, layer resistance coefficient decreases firstly and then increases under different yaw angles. Maximum means and mean square error (MSE) of radial displacement under different yaw angles all occur at circumferential $0^{\circ}$ and $180^{\circ}$ of the tower. The maximum bending moment at tower bottom is at circumferential $20^{\circ}$. When the yaw angle is $0^{\circ}$, the maximum downwind displacement responses of different blades are higher than 2.7 m. With the increase of yaw angle, MSEs of radial displacement at tower top, downwind displacement of blades, internal force at blade roots all decrease gradually, while the critical wind speed decreases firstly and then increases and finally decreases. The comprehensive analysis shows that the worst aerodynamic performance and wind-induced response of the wind turbine system are achieved when the yaw angle is $0^{\circ}$, whereas the worst stability performance and ultimate bearing capacity are achieved when the yaw angle is $45^{\circ}$.

Comparison of Rooftop Surface Temperature and Indoor Temperature for the Evaluation of Cool Roof Performance according to the Rooftop Colors in Summer: Using Thermal Infrared Camera Mounted on UAV (옥상 색상에 따른 쿨루프 성능평가를 위한 여름철 옥상 표면 및 실내온도 비교 분석 : 무인항공기에 장착된 열적외선 카메라를 이용하여)

  • Lee, Ki Rim;Seong, Ji Hoon;Han, You Kyung;Lee, Won Hee
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.37 no.1
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    • pp.9-18
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    • 2019
  • The intensity and the number of days of high temperature occurrence are also high and record heat occurred. In addition, the global warming phenomenon is intensifying globally, and especially in South Korea, the urban heat island phenomenon is also occurring due to rapid urbanization due to rapid industrial development. As the temperature of the city rises, it causes problems such as the comfort of the residential living and the cooling load. In this study, the cool roof performance is evaluated according to the roof color to reduce these problems. Unlike previous studies, UAV(Unmanned Aerial Vehicle) thermal infrared camera was used to obtain the surface temperature (white, grey, green, blue, brown, black) according to the rooftop color by remote sensing technique. As a result, the surface temperature of white color was $11{\sim}20^{\circ}C$ lower than other colors. Also air conditioning temperature of white color was $1.5{\sim}4.4^{\circ}C$ lower than other colors and the digital thermometer of white color was about $1.5{\sim}3.5^{\circ}C$ lower than other colors. It was confirmed that the white cool roof performance is the best, and the UAV and the thermal infrared camera can confirm the cool roof performa.

The Fire Resistant Performance of RC Column with Confined Lateral Reinforcement According to Fire Exposure Condition (횡방향 철근으로 구속된 철근콘크리트 기둥의 화재 노출조건에 따른 내화성능)

  • Choi, Kwang Ho
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.4
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    • pp.311-318
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    • 2018
  • When reinforced concrete structures are exposed to fire, their mechanical properties such as compressive strength, elasticity coefficient and rebar yield strength, are degraded. Therefore, the structure's damage assessment is essential in determining whether to dismantle or augment the structure after a fire. In this study, the confinement effect of lateral reinforcement of RC column according to the numbers of fire exposure face and stirrup was verified by fire resistant test with the heating temperatures of $400^{\circ}C$, $600^{\circ}C$ and $800^{\circ}C$. The test results showed that the peak stress decreases and peak strain increases as the temperature is getting higher, also transverse ties are helpful in improving the compressive resistance of concrete subjected to high temperature. Based on the results of this study, the residual stress of confined concrete under thermal damage is higher at the condition of more lateral reinforcement ratio and less fire exposure faces. The decreasing ratio of elastic modulus of more confined and less exposure faces from the relationship of load and displacement was also smaller than that of opposite conditions.

Evaluation and Modification of Tensile Properties of Carbon Fiber Reinforced Polymer(CFRP) as Brittle Material with Probability Distribution (확률분포를 이용한 취성재료 특성의 탄소섬유보강폴리머 인장물성평가 및 보정)

  • Kim, Yun-Gon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.3
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    • pp.17-24
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    • 2019
  • Carbon Fiber Reinforced Polymers(CFRP) has widely utilized as a material for rehabilitation because of its light-weight, deformability and workability. Because CFRP is brittle material whereas steel is ductile, it is inappropriate to apply conventional design approach for steel reinforcement. For ductile material, the behavior of combined elements is on average of that of unit element due to the stress redistribution between elements after yielding. Therefore, the mean value of the stress of combined elements is equal to that of unit element and the standard variation is smaller. Therefore, although the design value can increase, it is used as constant value because it is conservative and practical approach. However, for brittle material, the behavior of combined elements is governed by the weaker element because no stress redistribution is expected. Therefore, both the mean value and standard variation of the stress of combined elements decreases. For this reason, the design value would decrease as the number of element increases although it is eventually converged. In this paper, in brittle material, it is verified that the combination of unit element with normal distribution results in combined element with weibull distribution, so the modifying equation of mechanical properties is proposed with respect to the area load applied.