• Title/Summary/Keyword: Common Ground System

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Schemes for the Environmentally Sound and Sustainable Development of Groundwater Resources (지하수자원의 환경적으로 지속가능한 개발 방안)

  • Hong, Sang-Pyo;Kim, Jung-Wuk
    • Journal of Environmental Impact Assessment
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    • v.5 no.2
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    • pp.49-57
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    • 1996
  • On the basis of sustainable long-term water resources planning, the development of ground water resources should be interlocked with the surface water development In considering the intertemporal equity, overpumping of groundwater may diminish or eliminate the groundwater resources stock of post-generations. Regulatory landuse zoning for groundwater resources recharge area is indispensable measures to prevent groundwater pollution. Adequate treatment of polluted water from various sources such as municipal sewage, industrial wastewater, landfill site leachate, and abandoned boring wells, is also necessary for groundwater protection. To preserve groundwater resources as common property goods, groundwater use tax should be imposed upon the large scale groundwater use. Finally, the establishment of groundwater development license system is recommended to achieve the social optimal production and to avoid external diseconomy.

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Development of Leakage Current Reduction Method in 3-Level Photovoltaic PCS (3레벨 태양광 PCS에서의 누설전류 저감기법 개발)

  • Han, Seongeun;Jo, Jongmin;An, Hyunsung;Cha, Hanju
    • The Transactions of the Korean Institute of Power Electronics
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    • v.24 no.1
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    • pp.56-61
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    • 2019
  • In this study, a reduction method of leakage current in a three-level photovoltaic power-conditioning system (PCS) is proposed and verified by simulation and experiment. Leakage current generation is analyzed through an equivalent model of the common mode voltage considering a significant parasitic capacitance existing between the photovoltaic array and ground. A leakage current reduction method using pulse-width modulation (PWM) method is also proposed, and a 10-kW three-level photovoltaic PCS simulation and experiment is performed with a $1{\mu}F$ parasitic capacitor based on 100 nF/kW. The proposed method using the PWM method is verified to reduce the leakage current by 73% compared with the conventional PWM method.

Comparison of Traditional Perspective of Women in the Proverbs of Algery and Korea (한국과 알제리 속담에 나타난 전통 여성관 비교)

  • KIM, Kyung Rang
    • Cross-Cultural Studies
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    • v.30
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    • pp.53-71
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    • 2013
  • The aim of this study is to compare and analyze the similarities and differences in traditional perspective about women between Algery and Korea. Through this study, we found out following common denominators: sexual discrimination and denigration of women. Under the patriarchal system in Korea and Algery in the past, women were considered to be inferior to men and treated as men's possessions. The noteworthy feature is the perspective of mother. In both countries, the image of woman as a mother is regarded as the source of life and a central axis leading our society. It is very remarkable that we could find a lot of common ground despite that there are a lot of social, cultural and geometrical differences. Therefore, through this study, it is proved that the proverbs tell us the universality among people in the world regardless of culture and region.

A Modified Single-Phase Transformerless Z-Source Photovoltaic Grid-Connected Inverter

  • Liu, Hongpeng;Liu, Guihua;Ran, Yan;Wang, Gaolin;Wang, Wei;Xu, Dianguo
    • Journal of Power Electronics
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    • v.15 no.5
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    • pp.1217-1226
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    • 2015
  • In a grid-connected photovoltaic (PV) system, the traditional Z-source inverter uses a low frequency transformer to ensure galvanic isolation between the grid and the PV system. In order to combine the advantages of both Z-source inverters and transformerless PV inverters, this paper presents a modified single-phase transformerless Z-source PV grid-connected inverter and a corresponding PWM strategy to eliminate the ground leakage current. By utilizing two reversed-biased diodes, the path for the leakage current is blocked during the shoot-through state. Meanwhile, by turning off an additional switch, the PV array is decoupled from the grid during the freewheeling state. In this paper, the operation principle, PWM strategy and common-mode (CM) characteristic of the modified transformerless Z-source inverter are illustrated. Furthermore, the influence of the junction capacitances of the power switches is analyzed in detail. The total losses of the main electrical components are evaluated and compared. Finally, a theoretical analysis is presented and corroborated by experimental results from a 1-kW laboratory prototype.

Measurement method of ground impedance for the grounding grid (접지그리드의 접지임피던스 측정 기법)

  • Lee, Bok-Hee;Choi, Jong-Hyuk;Choi, Young-Chul;Yoo, Jae-Duk;Beak, Young-Hwan;Kim, Dong-Seong;Shin, Hee-Kyung;Yoo, Yang-Woo
    • Proceedings of the KIEE Conference
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    • 2009.07a
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    • pp.1487_1488
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    • 2009
  • In these days, the common grounding systems are adapted in most large structures. In order to evaluate the performance of grounding system, it is needed to measure ground impedance. Measuring methods of ground impedance for a large scale grounding systems have not been yet presented in detail. In this paper, we analyze earth mutual resistance and mutual coupling of $15{\times}15m$ grounding grid in different arrangements of auxiliary electrode. As a results, the auxiliary electrodes are installed where the error rate due to earth mutual resistance is less than 5%. Also, the potential lead is installed at obtuse angle from the current lead and the overlapped length between potential lead and grounding grid are minimized.

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Numerical analysis of deep excavation in layered and asymmetric ground conditions (흙막이 굴착 시 지층 경사의 영향에 대한 수치해석적 분석)

  • Shin, Jong-Ho;Kim, Hak-Moon;Kim, Sang-Hwan;Kim, Sang-Kil;Nam, Taek-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1260-1268
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    • 2008
  • In case of deep excavation analysis, the theory of beam on elasto-plastic geo-material (elasto-plastic theory) can not consider the inclined ground layers appropriately. It is frequently assumed that the soil layers are parallel to the surface. However, the soil layers are generally inclined and even asymmetric. The common modelling of the asymmetric half section of the excavation system using the elasto-plastic theory, can lead differences from the real behaviour of ground, which has critical significance in case of deep excavation in urban area. In this study, an attempt to find appropriate modelling methods was made by carrying out a comparative study between the FEM and the elasto-plastic analyses. It is shown that in case of the upward-inclined soil profile the elasto-plastic theory may underestimate the performance of retaining structures.

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Study on physical characteristics of Graphite-added bentonite grout for backfilling closed-loop groud heat exchanger (수직 밀폐형 지중 열교환기용 뒤채움재로서 흑연(Graphite)을 첨가한 벤토나이트 그라우트재의 물리적 특성연구)

  • Lee, Kang-Ja;Gil, Hu-Jeong;Lee, Chul-Ho;Choi, Hang-Seok;Choi, Hyo-Pum
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.179-187
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    • 2009
  • Bentonite-based grouting has been popularly used to seal a borehole installed for a closed-loop vertical ground heat exchanger in a geothermal heat pump system (GHP) because of its high swelling potential and low hydraulic conductivity. The bentonite-based grout, however, has relatively lower thermal conductivity than that of ground formation. Accordingly, it is common to add some additives such as silica sand to the bentonite-based grout for enhancing thermal performance. In this study, graphite is adapted to substitute silica sand as an addictive because graphite has very high thermal conductivity. The effect of graphite on the thermal conductivity of bentonite-based grouts has been quantitatively evaluated for seven bentonite grouts from different product sources. In addition, comparisons of viscosity between applications of graphite and silica sand as additives has been carried out. In conclusion, using graphite has thermal conductivity about three times higher than that of silica sand.

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Estimation of Voltage Swell Frequency Caused by Asymmetrical Faults

  • Park, Chang-Hyun
    • Journal of Electrical Engineering and Technology
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    • v.12 no.4
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    • pp.1376-1385
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    • 2017
  • This paper proposes a method for estimating the expected frequency of voltage swells caused by asymmetrical faults in a power system. Although voltage swell is less common than voltage sag, repeated swells can have severe destructive impact on sensitive equipment. It is essential to understand system performance related to voltage swells for finding optimal countermeasures. An expected swell frequency at a sensitive load terminal can be estimated based on the concept of an area of vulnerability (AOV) and long-term system fault data. This paper describes an effective method for calculating an AOV to voltage swells. Interval estimation for an expected swell frequency is also presented for effective understanding of system performance. The proposed method provides long-term performance evaluation of the frequency and degree of voltage swell occurrences.

An Evaluation and Prediction of Performance of Road Snow-melting System Utilized by Ground Source Heat Pump (지열원히트펌프를 활용한 도로융설시스템의 성능 평가 및 예측)

  • Choi, Deok-In;Hwang, Kwang-Il
    • Journal of the Korean Solar Energy Society
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    • v.32 no.3
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    • pp.138-145
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    • 2012
  • Because of the climate changes and the development of building technologies, the cooling loads have been increased. Among the various renewable energies, geothermal energy is known as very useful and stable energy for heating and cooling of building. This study proposes a road snow-melting system of which heat is supplied from GSHP(Ground source heat pump) in viewpoint of the initial investment and annual running performance, which is also operating as a main facility of heating and cooling for common spaces. The results of this study is as followings. From the site measurement, it is found out that the road surface temperature above the geothermal heating pipe rose up to $5^{\circ}C$, which is the design temperature of road snow-melting, after 2 hours' operation and average COP(Coefficient of performance) was estimated as 3.5. The reliability of CFD has confirmed, because the temperature difference between results of CFD analysis and site measurement is only ${\pm}0.4^{\circ}C$ and the trend of temperature variation is quite similar. CFD analysis on the effect of pavement materials clearly show that more than 2 hours is needed for snow-melting, if the road is paved by ascon or concrete. But the road paved by brick is not reached to $5^{\circ}C$ at all. To evaluate the feasibility of snow-melting system operated by a geothermal circulation which has not GSHP, the surface temperature of concrete-paved road rise up to $0^{\circ}C$ after 2 hour and 40 minutes, and it does never increase to $5^{\circ}C$. And the roads paved by ascon and brick is maintained as below $0^{\circ}C$ after 12 hours geothermal circulation.

Evaluation of Reinforcement Effects According to Reinforcement Type and Grouting Method (지반보강재의 형상과 그라우팅 방법에 따른 보강효과 평가)

  • Park, Jongseo;Kim, Taeyeon;Lee, Bongjik
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.8
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    • pp.13-20
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    • 2019
  • In order to ground reinforcement, the chemical grouting, the anchor, the soil nailing system, the micropile, etc. can be mentioned by the methods widely used in domestic. The above ground reinforcement methods are developed by various methods depending on the type of reinforcement, installation method, presence of prestress, grouting method, etc. However, in common, the strength of reinforcement, the friction force of grout and reinforcement and the friction force of grout and ground are the main design variables. Therefore, the optimized ground reinforcement is a material with a high tensile strength of the reinforcement itself, the friction force between the reinforcement and the grout is high, and the application of an optimal grouting method is necessary to improve the friction force between the grout and the ground. In this study, a total of 20 model tests were conducted to analyze the reinforcement effects according to the shape of the reinforcement and the grouting method. As a result of the test, As a result of the experiment, it is judged that the reinforcing effect is superior to the perforated + wing type reinforcement and post grouting method.