• Title/Summary/Keyword: limit in distribution

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Fault Analysis Method for Power Distribution Grid with PCS-based Distributed Energy Resources

  • Kim, Dong-Eok;Cho, Namhun
    • Journal of Electrical Engineering and Technology
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    • v.12 no.2
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    • pp.522-532
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    • 2017
  • In this study, we propose a fault analysis method for a power distribution grid with PCS-based DERs. We first explain the characteristics of a PCS-based DER. According to the characteristics, the DER is considered as a current-controlled voltage source, which produces varying voltages within a certain limit so that currents equal to given references flowing from the DER to the grid (currents controlled). So, we introduce the symmetrical equivalent models in the form of varying voltage source for fault analysis and then, construct a convex optimization problem to solve the fault problem associated with the equivalent models and grid conditions. Thus, the proposed method enables to perform a proper fault analysis considering the characteristics of the DER, which are currents controlled, voltage limited, and unity power factor achievement. To verify the validity of the proposed method, we perform computer simulations with the proposed method and with MATLAB Simulink, and the results are compared.

The Advanced Recloser and Sectionalizer Coordination and Protection Scheme in Distribution System Interconnected Distributed Resources (분산전원이 연계된 배전계통에서 리크로저와 섹셔널라이저의 개선된 보호협조 방안)

  • Jung, Hyun-Jun;Choi, Joon-Ho;Nam, Hae-Kon;Moon, Chae-Joo
    • Proceedings of the KIEE Conference
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    • 2005.11b
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    • pp.319-321
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    • 2005
  • According to the second plan of the Korean Government about technology development, utilization and population of new renewable energy, the continuous growth of distributed resources are expected. But if those are interconnected with distribution system, there are many problem. In this paper, it is searched the biggest capacity of distributed resources under limit of actuating current o# protection devices and scheme.

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A Computer method in Economical Design of Conductor Sizes of Distribution Lines (전자계산기에 의한 배전선료전선 단면적의 경제적 설계법)

  • Young Moon Park
    • 전기의세계
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    • v.24 no.5
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    • pp.107-110
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    • 1975
  • This paper describes computational algorithms and a computer program for optimum determinations of wire conductor sizes of radial or tree-type distibution lones with given constraints. Here, The objective function is defined as the total summation of the volume or weight of respective conductor materials required for buildingup the entire distributing system. Four categories of constraints are applied to the obiective function. That is, on the respective load points constraint is imposed by a specified voltage drop limit, and the respective line elements are capable of carrying the current safely(safety current) and also must maintain the minimum thickness in viewpoint of mechanical strength and legal requirements. And finally, the conductor sizes have to be selected among the standardized size levels of the products. These kinds of optimization problems cannot be solved by the ordinary optimization tediniques such as the Linear Programming Method, SUMT Technique, etc. This paper, therefore, successfully devised the powerful alorithms to solve the problem, using the particular properties or characteristics ingerent to the radial or tree-type distribution system. The computer program developed from the algorithms was applied to several sample systems and shown to be exact and very efficient.

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Dynamic behavior of axially functionally graded simply supported beams

  • Selmi, Abdellatif
    • Smart Structures and Systems
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    • v.25 no.6
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    • pp.669-678
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    • 2020
  • This paper focuses on the free vibration analysis of axially functionally graded (FG) Euler-Bernoulli beams. The material properties of the beams are assumed to obey the linear law distribution. The complexities in solving differential equation of transverse vibration of composite beams which limit the analytical solution to some special cases are overcome using the Differential Transformation Method (DTM). Natural frequencies and corresponding normalized mode shapes are calculated. Validation targets are experimental data or finite element results. Different parameters such as reinforcement distribution, ratio of the reinforcement Young's modulus to the matrix Young's modulus and ratio of the reinforcement density to the matrix density are taken into investigation. The delivered results prove the capability and the robustness of the applied method. The studied parameters are demonstrated to be very crucial for the normalized natural frequencies and mode shapes.

New polymorphic microsatellite markers for the endangered fern Ceratopteris thalictroides (Parkeriaceae)

  • CHO, Won-Bum;HAN, Eun-Kyeong;KWAK, Myounghai;LEE, Jung-Hyun
    • Korean Journal of Plant Taxonomy
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    • v.48 no.2
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    • pp.129-133
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    • 2018
  • Ceratopteris thalictroides is a semi-aquatic fern with a circumtropical distribution. Because this species is designated internationally on the IUCN Red List as requiring at least some concern, Korean populations are of great concern for the species' long-term survival, as they are at the northern limit of the species distribution. To establish an effective conservation strategy for those populations at the genetic level, we used the Mi-Seq platform to develop three sets of 25 polymorphic microsatellite markers for C. thalictroides, which is endangered in Korea. In populations sampled from Busan and Gochang, the number of alleles ranged from 2 to 13 (average of 5.64), and plants presented an expected heterozygosity of 0.000 to 0.860. These markers will be useful for evaluating the genetic status and conserving Korean populations of C. thalictroides more effectively.

Characteristics on Pullout Behavior of Belled Tension Pile in Sandy Soils (사질토지반의 선단확장형말뚝의 인발거동 특성)

  • Cho, Seok-Ho;Kim, Hak-Moon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.9
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    • pp.3599-3609
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    • 2010
  • Recently, the construction of coastal structures and high-rise structures against the horizontal and uplift forces increases with the developing the coastal developments. Especially the application of belled tension pile as foundation type to effectively resist uplift force is increasing in coastal structures. However, research on pullout resistance of belled tension pile has been limited and not yet been fully performed. Therefore, the pullout load tests of belled tension piles in four overseas sites were performed, then the bearing capacity, characteristics on load-displacement of piles and load distribution considering skin friction were investigated in this paper. In addition, the limit pullout bearing capacity calculated by the three-dimensional finite element analysis and theoretical methods were compared with values of in-situ test.

A Study on Decision Plan of Hosting Capacity for Distribution Feeder (배전선로 연계용량 선정방안에 관한 연구)

  • Kim, Seong-Man;Oh, Joon-Seok;Kim, Ok-Hee;Lim, Hyeon-Ok;Moon, Chae-Joo
    • The Journal of the Korea institute of electronic communication sciences
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    • v.16 no.4
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    • pp.653-660
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    • 2021
  • Renewable energy resources are rapidly becoming an integral part of electricity generation portfolios around the world due to declining costs, government subsidies, and corporate sustainability goal. Interacting wind, solar, and load forecast errors can create significant unpredictable impacts on the distribution system, feeder congestion, voltage standard and reactive power stability margins. These impacts will be increasing with the increasing penetration levels of variable renewable generation in the power systems. There is a limit to the maximum amount of renewable energy sources that can be connected in a distribution feeder by the connection rule of transmission & distribution facility in Korea. This study represents the decision plans of hosting capacity for distribution feeders without the need for significant upgrades to the existing transmission infrastructure. Especially, the paper suggests and discusses the hosting capacity standard of feeder cables and minimum load calculation of distribution feeders.

Planting foundations and Turfgrass Species Adapted to Grounds (스포츠 그라운드에 적합한 식재지반과 잔디 초종에 관한 연구)

  • 심상렬;정대영;김경남
    • Journal of the Korean Institute of Landscape Architecture
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    • v.28 no.2
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    • pp.61-70
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    • 2000
  • The purpose of this study is to identify the proper species of turf and the ground structure for the turf sports grounds. Analysis items are particle distribution of sand and gravel, saturated hydraulic conductivity, soil hardness, and turf growth. Results of this study are as follows. 1)The particle distribution of sand used in the multi-layer rootzone is within the upper limit of the standard level. The diameter of mid-size grain({TEX}$D_{50}${/TEX})was 0.62mm and the value of uniformity ({TEX}$D_{90}${/TEX}/{TEX}$D_{10}${/TEX}) was 3.93. The particle size distribution of sand used in the single-layer rootzone was beyond the standard level as {TEX}$D_{50}${/TEX})=0.86 and {TEX}$D_{90}${/TEX}/{TEX}$D_{10}${/TEX}=8.86. 2) Saturated hydraulic conductivity of the sand was higher in the multi-layer rootzone than in the single-layer rootzone while bulk density was vice versa. 3) Surface hardness was high on Kentucky bluegrass+perennial ryegrass compared to zoysiagrass probably caused by root density. 4) Visual covering and visual rating were highly evaluated on zoysiagrass within summer while better evaluated on Kentucky bluegrass+perennial ryegrass throughout fall to spring. 5) Visual color was better evaluated on Kentucky bluegrass+perennial ryegrass than on zoysiagrass throughout the year. These studies are demanded urgently according to increase in interest in the ground and turf species of the turf sports ground because of World Cup 2002.

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Prediction of Stress Distribution in the Ceramic Femoral Head after Total Hip Replacement (인공고관절 치환술 후 세라믹 대퇴골두에서 발생하는 응력분포 예측)

  • Han, Sung-Min;Chu, Jun-Uk;Song, Kang-Il;Park, Sung-Hee;Choi, Jae-Bong;Kim, Jung-Sung;Suh, Jun-Kyo Francis;Choi, Kui-Won;Youn, In-Chan
    • Journal of the Korean Society for Precision Engineering
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    • v.29 no.6
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    • pp.680-685
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    • 2012
  • Ceramic femoral heads are now widely used in Total Hip Replacement (THR). Due to their high biocompatibility and low ductility, ceramic femoral heads are considered to be suitable for young and active patients. However, as in testing the mechanical stability of the femoral head, the conventional proof test (standard ISO 7206-10) has its limit of showing axisymmetric stress distribution on the contact surface, while non-uniformed stress distribution is expected after THR. Since non-uniformed stress distribution can result in the increased probability of ceramic femoral head fracture, it is considerable to evaluate the stress distribution in vivo-like conditions. Therefore, this study simulated the ceramic femoral heads under in vivo-like conditions using finite element method. The maximum stress decreased when increasing the size of the femoral head and stress distribution was concentrated on superior contact surface of the taper region.