• 제목/요약/키워드: Longitudial change

검색결과 2건 처리시간 0.017초

노인주택 공급을 위한 고령자가구구성의 변화에 관한 통계적 연구 -제주도를 중심으로- (A Statistical Review on the Changes in the Elderly Living Arrangements in Chejoo-do for the Elderly Housing Supply)

  • 배정인
    • 한국주거학회논문집
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    • 제13권2호
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    • pp.15-22
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    • 2002
  • This paper aims to analyze the changes in the living arrangements of the elderly in Chejoo-do for the elderly housing supply by using census data. The conclusions are as follows; The rate of living alone and living with spouse only of the elderly have been increasing. The trend in county was higher than that in city. Living alone rate of the elderly of Chejoo-do was higher than that of Korean average. Even in the oldest old, living alone rate has been increasing in Chejoo-do. It is a unique phenomenon in Korea and similar with U.S. In Chejoo-do, it is strongly required to evolve elderly housing by universal design for living alone elderly in county as well as for living alone elderly in city.

부산시 해안 인근 지역에서의 터널 굴착에 따른 지하수 거동 영향 평가 (Physical and chemical analyses of ground-water by impacts of tunneling at coastal urban region in Busan)

  • 김형수;이주현;안주희;정의진;김준모;윤운상;정상용;이진무;우상우
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.457-464
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    • 2005
  • In the case of tunneling, the equilibrium state of hydro-geologic environments destroy and change abruptly in some section of whole works. Specially, it's very possible for seawater to intrude toward the site of tunnel if the field is nearly located in a costal region. In this study, we have evaluated the mechanism related between groundwater flow and seawater intrusion that by impacts of tunneling. Various hydro-geological field tests have performed for getting four representative hydrogeologic properties of geologic formations such as transmissivity (T), storativity(S), longitudial dispersity(${\alpha}_L$), and effective porosity($n_e$). For the effect of tunneling, the numerical model was first simulated based on the governing equation of groundwater flow. The results showed that the maximum drawdown was 17.2m and the total inflow into the tunnel had the range from 0.48 to $3.63m^3/day/m$. Secondly, the three dimensional numerical model was analyzed to investigate a characteristic of seawater intrusion based on the previous simulated results of groundwater flow. The results showed the seawater moved as the range of $200{\sim}220m$ from the initial interface between seawater and groundwater toward the tunnel.

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