• Title/Summary/Keyword: 면적기준

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A Study on the Calculation of the Area through the Three Dimensional Terrain Model (3차원 지형모델을 이용한 면적산출에 관한 연구)

  • 강인준;장용구;김상석;김윤수
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.20 no.2
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    • pp.111-118
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    • 2002
  • These days, surveying instruments are developing rapidly and the precision is improving continuously. The building of three dimensional terrains of high precision are possible and the calculation of the areas or the volumes have high precision due to the development of the technique of the spatial information system using computer. But actually, in construction site they calculate two-dimensional area using the traditional method, plate table surveying, planimeter, and then get three-dimensional area through multiplying two-dimensional area by the slope correction factor. In this study, we show the defect and inefficiency of the calculation of area by the traditional methods and survey the area with Electric Distance Measurement and GPS instrument. With this data, we made the three dimensional terrain model and calculated two-dimensional area, three-dimensional area. After that, we compared areas that calculated by algorithm of triangulated irregular network and analysis of grid method with standard area that calculated by the traditional method. Finally, this paper suggested more effective and precious method in calculating three-dimensional area.

Analyzing the Location of Urban Neighborhood Parks Using GIS and AHP Techniques (GIS와 AHP 의사결정 방법을 이용한 도시 근린 공원의 입지 분석)

  • 홍성언;박수홍
    • Journal of the Korean Geographical Society
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    • v.38 no.5
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    • pp.849-860
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    • 2003
  • City's inhabitants should be able to utilize a variety of urban infrastructures and public facilities in a way of possessing the convenience, amenity, and safety of urban life. Most of the city government, however has established a policy for making and providing urban park facilities based on a very simple quantitative criteria rather than the qualitative criteria such as appropriateness, utility, accessibility, equity so far. Especially in the case of urban neighborhood parks, the usefulness to the inhabitant and accessibility to the parks may be questionable. In this study, we intended to analyze the spatial equity and distribution characteristics of urban neighborhood parks and to select several potential facility sites required in the study area using GIS's spatial analysis functions. Finally this study analyzes the possible location of an urban neighborhood park in terms of objective criteria and AHP techniques.

The Estimation and Application of Optimum Design Variables for Road Tunnel Ventilation System Based on Statistical Analysis (통계적 분석을 이용한 터널 환기시스템 적정설계변수의 산정 및 적용에 관한 연구)

  • 이보영;유용호;김진
    • Tunnel and Underground Space
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    • v.14 no.5
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    • pp.373-380
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    • 2004
  • In this study, the emission rate of pollutant was modified according to the published standards, and the distribution of pollutant concentration was analyzed for each vehicle velocity. This modified emission rate was applied to a model tunnel and it was proved that the required air quantity was reduced to 49%, compared to the PIARC method. From the simulation result, it was proved by using statistics that the most sensitive factor among them is the friction coefficient and it was modified to the value in the range of 0.018 to 0.021. It is also expected that the required air quantity can be decreased form 14.4% to 19.2% according as the coefficient is applied to the domestic model tunnels. In conclusion, it is proposed that the number of jet fans can be reduced and the annual operating cost can be curtailed as well.

Water Balance Analysis using Hydro-informatics (수문정보를 이용한 유량배분 분석)

  • Bae, Myoung-Soon;Ha, Sung-Ryong;Park, Jung-Ha
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.162-167
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    • 2007
  • 수질오염총량관리제에서 단위유역 할당부하량은 지자체의 개발용량과 밀접한 관계를 가지고 있기 때문에 상 하류 지역간의 첨예한 관심거리가 되고 있다. 총량관리제는 기준유량과 목표수질에 대한 기준배출부하량의 달성을 목적으로 하고 있기 때문에 합리적이고 과학적인 기준유량 및 목표수질의 설정이 무엇보다 중요하다. 또한 합리적인 수질모델링을 필요로 하는데, 유량배분은 모델링 과정에서 중요한 영향을 미치며, 지역의 기준배출부하량을 결정하는 결정적인 요소 중의 하나이다. 기존의 유량배분은 대부분 관측지점을 기준으로 한 단순한 면적비 유량배분기법(SAWA; simple area-based water-balance analysis)에 의존해왔다. 그러나 SAWA는 특정유역의 토지피복, 토양, 지형경사 및 강우분포 등의 수문학적 특성을 고려하지 못하는 한계점을 가지고 있다. 즉, 동일한 면적의 유역이라도 이러한 수문 특성인자에 따라 유출되는 유량이 달라지는 현상을 고려하지 못하고 있다. 이는 곧 지역의 기준배출부하량의 신뢰성에 영향을 미치기 때문에 지역간 분쟁의 소지가 될 수 있다. 본 연구는 기존의 유량배분 방법인 SAWA가 가지는 한계점을 극복하고자 강우분포 및 토지피복의 수문학적 특성을 이용한 유량배분기법(HIWA; hydro-infomatical water-balance analysis)의 개발을 목적으로 수행되었다. 강우분포와 토지피복이 하천유량에 미치는 영향을 분석하고 공간정보화 한 후 지형정보체계(GIS)의 수문분석 기법을 이용하여 유량을 배분하였다 ARC/INFO의 KRIGING 보간법을 이용하여 구축한 등강우분포도와 토지피복에 따른 유출특성을 분석하여 강우유출 해석을 위한 가중지형정보를 생성하였다. 연구는 2003년 10월-2004년 3월의 미호천수계 및 수질오염총량관리단위유역 말단지점의 실측자료를 이용하였으며, 연구결과 기존의 SAWA보다 본 연구에서 제안한 HIWA가 유량배분의 정확도를 높일 수 있음이 입증되었다.

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A Analysis on the Previous Research Trend of 'Minimum Housing Standard' ('최저주거기준'에 관한 국내 선행 연구경향 분석)

  • Hyun, Jiwon;Lee, Yeunsook;Ahn, Somi
    • Korean Institute of Interior Design Journal
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    • v.26 no.4
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    • pp.3-11
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    • 2017
  • The appropriate area for human's most basic living space is an important factor. Therefore, the 'minimum housing standard' is a very important factor to ensure a minimum quality of living space for human life. In Korea, however, the importance of the 'minimum housing standard' has been neglected for about 20 years. Even in Korea, the 'minimum housing standard' has become an nominal existence. In other countries, studies have long been conducted on the minimum housing standards, but studies have shown that studies on the minimum housing standard are not actively occurring in Korea. The purpose of this study is to diagnose the current status of the 'minimum housing standard' in Korea and to explore the direction of future research. The study included a total of 29 researches commissioned by the Korea Academic Research Institute (KCI). To ensure the objectivity and reliability of the analysis, analyzed year of research, field of research, method of research, contents of research. Through this study, it is possible to grasp the tendency of previous studies on 'minimum housing standard' in Korea and it is meaningful to increase the usability of 'minimum housing standard' in residential planning. It is also expected that future research on 'minimum housing standards' will be able to present the direction of the field to be developed.

Establishment of allowable flooding scale in urban basin in response to extreme precipitation caused by climate change (기후변화에 따른 강수의 극단화에 대응한 도시유역의 허용침수규모 설정)

  • Cho, Woncheol C.;Ahn, Jeonghwan H.
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.75-75
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    • 2021
  • 본 연구는 기후변화에 따른 강우현상의 극한화에 대응한 도시치수규모 설정 방안에 대한 연구이다. 발생가능한 모든 강우상태를 강우지속시간과 강우량 매트릭스로 구성하고 모든 강우상태에 대한 침수규모를 사전에 산정한 후 도시침수 상태를 추정하는 2변수(강우량, 강우지속시간) 회귀식을 개발하였다. 치수규모 결정을 위해서 지금까지 사용해 오던 "발생빈도" 기준의 극치통계의 개념적, 공학적 의미를 재해석하여 물리적으로 의미가 있는 "침수 특성치" 기준으로 대전환하자는 것이다. 기술적으로 가능해졌기 때문이다. 도시유역의 침수를 정량적(침수심, 침수면적)으로 모의할 수 있는 방법을 제시하기 위한 침수상태의 기준이 될 침수특성치로는 관로첨두유출량, 최대침수면적, 침수총량, 평균침수심, 특정지점의 최대침수심, 특정지점의 침수지속시간 등 6가지를 선정하였다. 우리나라에서 발생가능한 모든 강우상태에 대한 침수 발생 가능성을 점검하여 침수특성치를 분석하고 해당 유역의 "물리적/사회적 특성"을 고려한 "사회적 합의"에 의해 "감당할 수 있는 피해의 정도"에 맞춘 도시유역 치수계획규모를 설정하는 방안을 확립하는 것이다. 또 결과로 구해지는 다음과 같은 형태의 유역별 침수특성치 산정식(2변수 회귀식)을 각 유역별로 구해 놓으면 기상예보(강우지속시간-강우량)에 따라 유역의 침수 특성치를 쉽게 추정하여 사전에 확립해둔 방재대책을 시행할 수 있게 한다.

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UAV Photogrammetry Accuracy Analysis at Marine Using Arbitrary Reference Points (임의의 기준점을 이용한 해상에서의 UAV 사진측량 정확도 분석)

  • Oh, Jae Hyun;Kim, Byung Woo;Hwang, Dae Young;Hong, Soon Heon
    • Journal of Korean Society for Geospatial Information Science
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    • v.24 no.4
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    • pp.39-45
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    • 2016
  • In this study, with arbitrary reference points on the water, photogrammetry accuracy analysis was conducted using unmanned aerial vehicle(UAV). A small reservoir is a research area, and twenty buoys were used as arbitrary reference points. Errors of location coordinate were identified with control of amounts of used reference points. cases are categorized by index scores per photos. Accuracy of X is 0.141m~0.166m and accuracy of Y is 0.136m~0.241m. Considering that allowable error for the maritime boundary survey is ${\pm}2m$, it is possible to get the accuracy data available for the photogrammetry of UAV using an reference point. In addition, the coefficient of correlation between the number of reference points per unit and number of buoys used as reference point and the ratio of the reference point per square measure, and percentage of buoys used as reference point and the coefficient of x and y were performed. Each element, x, and y showed a strong correlation and the coefficient of number of buoys used as reference point was irrelevant. The results of this correlation analysis can be analyzed that the number of reference points used in each picture is greater than the actual number of reference points used in location accuracy.

Comparison of Areal Accuracy in Cadastral Uncoincidence using the RTK-GPS (RTK-GPS를 이용한 지적불부합지의 면적 정확도 비교)

  • Jang, Sang-Kyu;Kim, Jin-Soo;Lee, Oong-Lak
    • Journal of Korean Society for Geospatial Information Science
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    • v.10 no.3 s.21
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    • pp.107-114
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    • 2002
  • The cadastral surveying is essential for the effective management of a country, the D/B building of NGIS. Many of GPS applications require a positioning accuracy of several centimeters for rover in real-times. But, to achieve higher positioning accuracies in real-time, the double differencing technique should be implemented using carrier phase data. Corrected observations at the reference station can be transmitted and used to form double difference observations at the rover using a data link. In this study, the area accuracy of cadastral survey using the RTK GPS will be assessed, and will produce area of parcel of land. As the result of comparison among area by TS, planer surveying and RTK GPS. parcels-register for site is analyzed by this data. The results show that mean error of area calculated min. $2.42m^{2}{\sim}\;max.\;13.69m^{2}$ and RMSE calculated min. $0.00329\;{\sim}\;max.\;0.01846$.

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