• Title/Summary/Keyword: 배상현

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Assessment of stream water demand using water supply safety (이수안전도를 이용한 하천수 수요 평가)

  • Sang Young Bae;Jang Hyun Sung;Eui Hyeok Yoon;Mi Ra Kim
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.445-445
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    • 2023
  • 하천수 수요는 생활, 공업, 농업 등 인위적 사용 그리고 하천의 환경개선, 건천화 방지 및 물 재이용 등과 관련된 하천유지유량으로 구분된다. 현행 수자원 관리는 갈수 시에도 안정적인 취수가 가능하도록 운영하고 있어, 하천수 취수(사용)의 신규 또는 변경 허가를 위한 허가기준유량의 개념 및 관리는 자연, 사회적 하천수 수요 관리에 매우 중요한 인자이다. 본 연구에서는 하천수의공급 능력을 평가하기 위하여, 댐의 이수안전도를 나타내는 지표를 이용하여 허가기준유량을 평가하였다. 신뢰도(reliability), 회복도(resilience) 및 취약도(vulnerability)를 기준으로 하천유지유량고시 지점과 유량 조사 지점이었고 분석 결과, 부족 발생 시에 이를 회복하는 능력에서 지점별 큰 차이가 확인되었고, 이로부터 하천수 관리 현황과 개선점을 제시하였다.

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International Liability for Damage Caused by Space Debris (우주잔해 손해에 대한 국제책임)

  • Kim, Dong-Uk
    • The Korean Journal of Air & Space Law and Policy
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    • v.23 no.2
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    • pp.173-205
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    • 2008
  • Space debris have frequently caused damage to space objects like satellites in orbits and sometimes have fallen on the earth. Such increase in space debris will lead to the high possibility of threatening space activities of mankind. However, it is not so easy for the damage caused both by identified and by unidentified space debris to be recovered since in the regime of the current international law, there is no legislation of prescribing the damage done by space debris. For overcoming the limitation it seems desirable that either the Liability Convention should partly be amended or new international law regime should be established. For instance, 'space debris' should be included in the new definition of 'space object' and the range of launching should also be defined clearly by making the concept of 'launching' somewhat more specified. Moreover, the subject of international liability for damage caused by space debris should be divided into two classes: the subject before and after registration. While in case of before-registration launch states should be held liable for any damage jointly or individually, in case of after-registration 'the state of registry' or 'owner' of the space debris should be. In the event of damage being caused elsewhere than on the surface of the earth to a space object of other State, 'fault-based liability' is currently applied. But it needs to be changed into 'absolutely liability'. In this paper, 'Liability Pool', 'Insurance', 'Market-Share Liability' are presented as aid devices of the damages resulting from unidentified space debris. They should be defined through the amendment of the Liability Convention or another international treaty. Some day there comes a time when our country shall possess many of the astronomical price of satellites. It means that we can't be free from the damage by the increasing number of space debris. Provided that our satellites are damaged by such space debris, it will do the satellites damage and cause impaired functioning or troubles in operation. As a result, if we are not paid for the damage by space debris, we will be confronted with tremendous economic loss because it is necessarily connected with the excess burden of taxation. Thus, an international agreement regarding the measures of the compensation for space debris damage must be made very soon.

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Proposal for Amendment of the Basic Environmental Policy Act ('BEPA') Article 31 (환경정책기본법 제31조 무과실책임규정의 개정방안)

  • Koh, Moon-Hyun
    • Journal of Environmental Policy
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    • v.8 no.4
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    • pp.125-147
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    • 2009
  • The Basic Environmental Policy Act (BEPA) (Law No. 4257 effective 1. August 1990) sets forth the basic policies and administrative framework for environmental preservation, leaving more detailed regulations, and emission controls to separate laws targeting air, water, and solid waste, etc. The BEPA Article 31 adopts an unprecedented strict liability standard for damages as an absolute liability. The BEPA Article 31 provides for liability as follows. If a company is alleged to have caused damage through pollution of the environment, it will be liable for damages unless it can show that the pollution did not cause damages, or that it did not actually cause pollution. If the company did cause pollution, and if the pollution is the cause for the damages in question, the company will be liable irrespective of whether it was negligent or otherwise at fault. If there are two or more companies involved in the pollution, but it is unclear which company caused the damages, all of the companies will be jointly and severally liable for the damages. In this paper, the author attempts to uncover the problems of BEPA Article 31 and then seeks desirable amendments by comparing it to the German Environmental Liability Act. First, it will be necessary to provide definitions of 'companies etc.'. Second, it will be necessary to enumerate the kinds of company facilities. Third, it will be necessary to provide exclusionary clauses on material damages. Fourth, it will be necessary to show 'presumption of cause and effect'. Fifth, it will be necessary to provide a clause on 'right to information'. Sixth, it will be necessary to provide a clause for force majeure. Seventh, it will be necessary to take measures to secure abundant liability for damages which can be caused by the owner of the facility, the potential polluter. Finally, it is appropriate that Korea now legislate an Environmental Liability Act akin to the German Environmental Liability Act.

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Development of Lane Changing Model with regard to Safety Distance of Vehicles (차량간 안전거리를 고려한 차로변경 모형개발)

  • Choe, Ji-Eun;Ryu, Byeong-Yong;Bae, Sang-Hun;Gang, Seung-Pil
    • Journal of Korean Society of Transportation
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    • v.27 no.6
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    • pp.109-118
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    • 2009
  • The conventional lane changing model has been developed without acceleration or deceleration of vehicles at target lane. Thus, existing lane changing models have limitation to apply in real world. In this paper, lane changing model considered acceleration or deceleration, and calculated the safety distance between subject vehicle and adjacent vehicles for lane changing as well. Simulation was conducted to verify the validity and the efficiency of the developed lane changing model in this paper. Several scenarios were carefully examined by safety distance between subject vehicle and adjacent vehicles. In the result, it was verified that if gap between subject vehicle and adjacent vehicles is larger than safety distance, lane changing behavior between subject vehicle and adjacent vehicles avoids collision. The suggested lane changing model may be applied at the future driver assistance system and advanced safety vehicle.

COMPARISON OF RESONANCE FREQUENCY ANALYSIS BETWEEN VARIOUS SURFACE PROPERTIES (임프란트 표면 처리에 따른 공명주파수 변화에 대한 연구)

  • Bae, Sang-Bum;Lee, Seong-Hyun;Song, Seung-Il
    • Maxillofacial Plastic and Reconstructive Surgery
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    • v.32 no.2
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    • pp.107-111
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    • 2010
  • Purpose: The aim of this study is to compare the stability between Mg-incorporated implant, TiUnite and Machined implant. Materials and Methods: Premolars of 3 Mini pigs (24 months) were extracted. After 2 months later, total 27 fixtures of implants (9 of each design : Machined/ TiUnite/ Mg-incorporated) were inserted into the mandible of 3 mini-pig. Implant stability was estimated by RFA in installation to 2, 4 & 6 weeks. Statistical analysis of RFA values was performed with time and between groups using repeated measure ANOVA and turkey's multiple comparison test. Results: In analyzing the mean value for the observation periods, three types of implants yielded a slight decrease in RFA mean value after 2 week, followed by increase at 4-6 weeks. Mg incorporated oxidized implants demonstrated significantly higher RFA mean values at 6 weeks comparing other groups. The difference of RFA value with time and between groups was statistically significant. Conclusion: We concluded that Mg implants may reduce failure rates of clinical implants In the early period of bone healing and Mg implants may shorten the bone healing time from surgery to functional loading.

Urinary Profiles of the Endogenous Steroids in Pre-Menopausal Women with Uterine Leiomyoma (자궁근종 성장에 있어서 내인성 성호르몬의 역할)

  • Jung, Byung-Hwa;Bai, Sang-Wook;Chung, Bong-Chul;Kim, Sei-Kwang;Park, Ki-Hyun
    • Clinical and Experimental Reproductive Medicine
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    • v.30 no.1
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    • pp.23-29
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    • 2003
  • 목 적: 본 연구의 목적은 내인성 성호르몬이 자궁근종의 성장에 미치는 영향을 알아보고자 연구를 시행하였다. 연구대상 및 방법: 폐경전 자궁근종 환자 27명과 같은 연령대의 정상여성 25명을 대상으로 하였다. 모든 대상군의 여성에서 24시간 소변을 모아서 소변내 estrogen, androgen의 대사체들을 GC-MS를 이용하여 측정하였으며 두 군에서의 차이를 비교분석 하였다. 결 과: 소변내 $17{\beta}$-estradiol, 5-androstene-$3{\beta}$, $16{\beta}$, $17{\beta}$-triol, 11-keto-ethiocholanolone, $11{\beta}$-hydroxy-androsterone, THS, THA, THE, a-cortolone, a-cortol 및 $\beta$-cortol가 환자군에서 의의있게 증가하였으며 $17{\beta}$estradiol/estrone 및 $11{\beta}$-hydroxy-ethiocholanolone/$11{\beta}$-hydroxy-androsterone도 환자군에서 의의있게 증가하였다. 결 론: 자궁근종의 성장은 요중 estrogen과 androgen의 농도와 밀접한 관련이 있으며 이는 환자의 스테로이드 호르몬 대사 감소에 기인한 것으로 사료된다.

An Unusual Cause of Gastrointestinal Hemorrhage: Gastrocolic Fistula Caused by Colon Cancer Invasion (위장관 출혈의 증상으로 진단된 대장암에 의한 위대장루)

  • Cho, Jeong Hyeon;Kim, In Tae;Choi, Jin Yi;Chun, Song Wook;Kang, Beo Deul;Bae, Sang Kyun;Kim, Hee Man;Song, Ji Sun
    • Journal of Yeungnam Medical Science
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    • v.30 no.1
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    • pp.43-46
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    • 2013
  • Gastrocolic fistula is a fistulous communication between the stomach and the colon. It is a passage between the gastric epithelium and the colonic epithelium. This uncommon complication is caused by benign and malignant diseases of the stomach or the colon. Its clinical manifestations include weight loss, diarrhea and fecal vomiting; occasionally, anemia, poor oral intake, fatigue and dizziness; and very rarely, gastrointestinal bleeding. In this paper, an unusual case of gastrocolic fistula accompanied by hematochezia, which was revealed to have been caused by colon cancer invasion, is described.

Groundwater Recharge to Daegu Area (대구지역의 지하수 함양량)

  • Lee, Seung-Hyun;Kim, Yong-Ho;Bae, Sang-Keun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.498-502
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    • 2007
  • 대구지역은 최근 30년간(1974년${\sim}$2003년)의 연평균 강수량이 1,065.3mm로 전국 평균의 1,305mm보다 상당히 적으며 특히 연강수량의 약 68%가 6월${\sim}$9월중에 집중되고 있다. 수자원 현황이 다른 지역에 비하여 열악하지만 용수수요량은 지속적으로 증가하고 있어 지표수의 이용만으로 용수수요를 만족하기에는 부족한 실정이며 지하수의 적절한 개발이 불가피한 실정이다. 용수수요의 충족을 위해서는 물공급 시스템의 중요한 요소로 평가되는 지하수의 체계적인 관리와 효율적인 운영이 필요하며 이를 위해서 대상지역에 대한 지하수함양량의 파악이 우선적으로 이루어져야 한다. 지하수함양량은 강수양상, 토양특성과 토지이용상태 등에 크게 영향을 받음으로 이에 의한 영향을 고려할 수 있는 NRCS-CN방법을 이용하여 1996${\sim}$2005년간의 최근 10년간의 지하수함양량을 산정하였다. 지하수함양량 산정결과 연평균 1,183.8mm의 강우량에 대하여 연평균 지하수함양량이 291.8mm, 연평균 함양률이 24.7%로 나타났다. 계절별 연평균 함양량과 함양률을 산정한 결과 여름철에는 평균 679mm의 강우량이 발생하였으며 동기간의 평균 지하수함양량이 186mm, 평균 함양률이 27%로 나타났다. 겨울철에는 평균 56mm의 강우량이 발생하였으며 평균 지하수함양량은 6mm, 평균 지하수함양률이 10%로 나타났다. 따라서 강수에 의한 지하수함양량은 유역특성 뿐만 아니라 강수특성에도 많은 영향을 받고 계절적 요인도 작용한다는 것을 알 수 있었다.

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Estimation of Precipitation Recharge in the Pyungchang River Basin Using SCS-CN Method (SCS-CN방법을 이용한 평창강 유역의 강수 함양량 선정)

  • Lee Seung Hyun;Bae Sang Keun
    • Journal of Environmental Science International
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    • v.13 no.12
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    • pp.1033-1039
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    • 2004
  • The methodology developed by Soil Conservation Service for determination of runoff value from precipitation is applied to estimate the precipitation recharge in the Pyungchang river basin. Two small areas of the basin are selected for this study. The CN values are determined by considering the type of soil, soil cover and land use with the digital map of 1:25,000. Forest covers more than $94{\%}$ of the study area.. The CN values for the study area vary between 47 in the forest area and 94 in the bare soil under AMC 2 condition. The precipitation recharge rate is calculated for the year when the precipitation data is available since 1990. To obtain the infiltration rate, the index of CN and five day antecedent moisture conditions are applied to each precipitation event during the study period. As a result of estimation, the value of precipitation recharge ratio in the study area vary between $15.2{\%}\;and\;35.7{\%}$ for the total precipitation of the year. The average annual precipitation recharge rate is $26.4{\%}\;and\;26.8{\%}$, meaning 377.9mm/year and 397.5mm/year in each basin.