• Title/Summary/Keyword: Local soil

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Geographical Distribution and Characteristics of Kentucky Bluegrass(Poa pratensis L..) Native to Korea (우리 나라 자생 왕포아풀의 수집지 분포 및 특성)

  • Shim, Sang-Ryul;Jeong, Dae-Young;Ahn, Byung-Joon
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.6 no.1
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    • pp.71-77
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    • 2003
  • This research has been conducted to collect regional ecotypes of Poa pratensis throughout the southern part of korean peninsula during 2000~2002. 227 local ecotypes of Poa pratensis were collected mostly from roadsides, riversides and rice paddies. The $35^{\circ}$ latitude was supposed to be the southern limit of native Poa pratensis habitat. 130 ecotypes of Poa pratensis found from the poor environmental condition such as roadsides showed Poa pratensis naturally grew throughout the country. When surveyed the habitat environment, it was concluded that native Poa pratensis were mostly found on open fields or half shaded areas, on sandy soil or sandy loam soil, and in the individual patch type.

금강 용담, 공주, 규암 수문 자료를 이용한 기저유출 분리방식 지하수 개발 가능량 예비 산정

  • 김형수;원이정
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2001.09a
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    • pp.143-147
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    • 2001
  • 금강 용담, 공주, 규암의 수문 자료를 활용한 최저 기저 유출 분리를 통해 금강권역 에 대한 지하수 개발 가능량을 예비적으로 산정하였다. 수문 자료 분석 결과, 전형적인 감수현상은 봄에 비해 가을에 나타나며, 본 연구에서 활용한 최저 기저 유출량은, HYSEP의 지역적 최소 방식(local minimal method)을 활용한 기저 유출량에 비해 절반 내외의 값을 보이는 것으로 나타났다. 지하수 개발 가능량은, 수 십년 간의 전형적 감수 곡선 중, 최소 값을 통해 선정된 최소 기저 유출량을, 특별한 안전율의 적용 없이 대비 시켰으며, 이 결과 금강 유역에서의 지하수 개발 가능량은 하천 유출량 대비 최소 12%에서 최대 25% 인 것으로 평가되었다.

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The Practical Use of the Productive Aquifer Systems as a Source of a Renewable Thermal Energy and Local Water Works (지방상수도의 신규 수원과 재생에너지원으로서 고산출성 대수층의 활용)

  • Hahn, Jeongsang
    • Journal of Soil and Groundwater Environment
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    • v.23 no.4
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    • pp.16-25
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    • 2018
  • The Quaternary volcanic rocks, clastic sedimentary rocks of Kyongsang System, and carbonate rocks of Joseon and Pyongan System are known as good productive and potential aquifer systems in South Korea. National Groundwater Informaton Mangement and Service System (GIMS) indicates that the exploitable, sustainable, and current use of groundwater are about 18.8, 12.9, and $3.73billion\;m^3/a$, respectively. The rest amount ($9.1billion\;m^3/a$) can still be used for an additional water supply source. Therefore. comprehensive groundwater survey work comprising hydrogeological mapping, subsurface investigation and quantitative aquifer test etc. are highly required to establish rational groundwater management strategy.

A Study on Clay Mineralogical Characteristics of Jeondanto (전단토에 대(對)한 점토광물학적(粘土鑛物學的) 연구(硏究))

  • Choi, Dae Ung;Um, Ki Tae;Shin, Yong Hwa
    • Korean Journal of Soil Science and Fertilizer
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    • v.6 no.1
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    • pp.33-34
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    • 1973
  • Jeondanto which is known a edible earth material in the legend of local people on the Mt. Baegdeog at Yeongweul Gun, Gangweon-Do, is one of pure and well crystalized kaolinite having a thin hexagonal platy structure by X-ray, DTA and electron microscope analysis. Even though its extent is currently unknown, Jeondanto will be one of interesting materials for mineralogical study of its uniquely well crystalized structure.

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Mat Foundation Analysis Using Variable Node Plate Bending Element (변절점 굉판휨요소를 이용한 전면기초의 해석)

  • 최창근;김한수
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1992.04a
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    • pp.7-12
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    • 1992
  • The variable node plate bending element, ie, the element with one or two additional mid-side nodes is used in the analysis of mat foundation to generate the nearly ideal grid model in which more nodes are defined near the column location. The plate bending element used in this study is the one based on Mindlin/Reissner plate theory with substitute shear strain field and the nodal stresses of that element are obtained by the local smoothing technique. The interaction of the soil material with the mat foundation is modeled with Winkler springs connected to the nodal points in the mat model. The vertical stiffness of the soil material are represented in terms of a modulus of subgrade reaction and are computed in the same way as to the computation of consistent nodal force of uniform surface loading. Several mesh schemes were proposed and tested to find the most suitable scheme for mat foundation analysis.

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Review of Current Design Practice for Soil-Reinforced Segmental Retaining Walls (보강토 옹벽의 설계 현황에 대한 고찰)

  • 유충식
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.09a
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    • pp.41-50
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    • 2000
  • Segmental retaining wall market in Korea has been growing dramatically since late 1990s in both engineered and non-engineered applications. Despite the inherent conservatism in the current design approaches, numerous major and minor structural problems have been reported during and after construction, covering a range of minor structural damage to total collapse. Much still needs to be investigated to fill the gap between the theory and the practice. This paper reviews several design issues with regard to the segmental retaining walls such as the selection of shear strength parameters for backfill soil, local stability, and tiered wall construction. In addition, the effects of shear strength parameters and the fundamental behavior of tiered SRWs are examined based on the results of finite element analysis. Implications of the findings from this study to current design practices were discussed in detail.

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Contaminated Land: A Site Auditor's Perspective\ulcorner

  • Ross McFarland
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.09a
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    • pp.63-66
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    • 2002
  • Developers have, for some time now, recognised the benefits of acquiring "brownfields" sites for future urban development. The term “brownfield” generally refers to sites that have been previously occupied and in most cases this occupation has been for industrial usage. A key issue that developers face when considering the acquisition of a former industrial site is contamination and the costs associated with remediating the land to a level that renders the site suitable for its proposed use. Understanding all of the issues and implications associated with the remediation of contaminated land can be quite daunting. The process of remediation brings together a number of stakeholders that all have some influence on the outcome of the works. The stakeholders include the vendor, the purchaser, the regulatory authorities i.e. EPA and council, the Site Auditor and local residents. Careful planning and negotiation with the above stakeholders should be considered before committing to any remediation project.n project.

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국가 지하수 정보 종합관리 체계의 구축과 활용(II) - 두레박 프로그램과 지하수세상 홈페이지 -

  • 손영철;김규범;최영진
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2000.11a
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    • pp.270-274
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    • 2000
  • We have developed the computer system with MOCT which is called "The Integrated National Groundwater Information system" since 1995 and now begin to supply the database and related informations for ground water by internet homepage. The integrated system is composed of four sub systems which are "Groundwater Information System", "DUREBAK", "Hydrogeologic Map Management System" and "Groundwater World Homepage". The local government offices use the "DUREBAK" program to manage the well development and maintenance. About 1,000,000 wells are managed in "DUREBAK" program and they submit the well database to MOCT every year. And now everyone can obtain the well data and other informations through internet homepage. We have set the standard process of data acquisition and management for ground water last four years.s of data acquisition and management for ground water last four years.

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Design of a large shield tunnel in Seoul subway line No.7 extension project(703 section) (서울지하철 7호선연장 703공구 대구경 쉴드터널 설계)

  • Kim Yong-Il;Lim Jong-Yoon;Jung Doo-Suk;Lee Sang-Han;Hwang Nak-Yeon;Park Kwang-Joon
    • Proceedings of the KSR Conference
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    • 2005.11a
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    • pp.424-442
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    • 2005
  • In this paper a design of a large shield Tunnel through weathered soil and weathered rock in 703 section of seoul subway line No.7 extension project is presented. The geological investigation results show that the projecet region consists mostly of weathered soil with some local weathered rock in the tunnel excavation level. A EPB shield TBM is selected as a optimal excavation machine for the large shield Tunnel considering the geological and site conditions. Also, the shield machine head and cutter for the large shield tunnel type are designed considering site geological conditions and average advance rate in similar projects.

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Land Use Dynamic Change and Ecological Effects Analysis Based on GIS - A Case Study at Hailun City

  • Zhang, Yue;Li, Fengri;Jia, Weiwei
    • Journal of Forest and Environmental Science
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    • v.29 no.2
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    • pp.138-146
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    • 2013
  • The typical natural landscapes and temporal- spatial regulation of Land use change and their ecological effects at Hailun County were conducted and analyzed, based on the translated data from remote sensing images in 1986, 1996 and 2000 using GIS and landscape ecological theory. The results indicated the area of arable land, paddy field and city land increased 7,786.39 $hm^2$, 3391.18 $hm^2$ and 120.84 $hm^2$ while the area of forestry, grassland and marsh decreased 3,184.88 $hm^2$, 1,625.8 $hm^2$ and 3,994.85 $hm^2$ respectively during 14 years. Dry land is a main landscape in this area. These changes made the environmental quality worse gradually, such as land degradation, soil erosion and water and soil losses, and temperature getting warmer. This study is very important for the local ecological environment protect and agricultural sustainability and land resources sustainable using.