• 제목/요약/키워드: RECLAMATION

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서해안 준설토의 침강 및 자중압밀 특성에 관한 연구 (The Characteristics of Sedimentation and Self-weight Consolidation for Dredged Soils of the Westcoast)

  • 김민규;임종철;권정근;주인곤
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1147-1157
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    • 2009
  • Recently this country has carried out the coast reclamation centering on the west and south coast for effective practical use of a country, considering purchase of materials and environmental problem, and carrying into effort the reclamation method after dredging the ground in the ocean. In this large scale ocean dredging reclaiming work, prediction the ground subsidence after reclaiming is very important for not only expense lose by overestimation or underestimation but also hereafter the best suited project establishment. this study carries out sedimentation and self weight consolidation in each cases and searches the features to analyze effect on kinds of soil of ground before dredging, abandonment height when it abandons momentary, void ratio, difference of abandonment height when it abandons by stages and difference of particle content of spoil.

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부산지역의 기후변화와 매립의 관련성에 대한 연구 (A Study on the Relationship between Reclamation of the Foreshore and Climate Change in Busan Area)

  • 도근영;조용수;이정재
    • 한국항해항만학회지
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    • 제28권8호
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    • pp.759-766
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    • 2004
  • 부산은 서울, 대구 등 내륙도시와는 달리 도시화 과정에 수역의 매립이 포함되어 있어 도시화에 의한 도시기후변화에도 매립의 영향이 있을 것으로 생각된다. 이에 본 연구에서는 한국의 3대 도시인 서울, 부산, 대구의 기후변화요인과 70여 년간의 기상데이터를 비교ㆍ분석하여 부산의 기후변화 특성 및 매립과 기후변화의 관련성에 대해 검토하였다. 그 결과 부산에서 매립이 진행되었다는 점을 제외하면 서울, 부산, 대구의 기후변화 요인에는 큰 차이가 없지만 서울, 대구의 경우는 도시화가 진행됨에 따라 최저기온의 연평균 상승이 현저한 것에 비해 부산은 매립이 진행된 시기에 최고기온의 연평균 상승이 현저함을 밝혔다.

선사유적의 정비·복원(1) - 구석기유적의 생태공원화 방안을 중심으로 - (Restoration of the Prehistoric Site(1) - Focused upon Restituting Paleolithic Site into an Ecological Park -)

  • 문석기;장호수
    • 한국환경복원기술학회지
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    • 제14권4호
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    • pp.67-80
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    • 2011
  • This study is focused upon developing repairing and restoration methodologies of the Paleolithic sites. The Paleolithic era is not only the remote past, which ended ten thounds years ago, but the period of much different ecological condition compared with that of these days. There have been two kinds of conservation method adopted to restoration of Paleolithic sites which are historic park and ecological park. But there left not much historic remains than ecological sources in most Paleolithic sites, restoring them into ecological park is thought to be more reasonable for the purpose of conserving sites and remains. The first step of restoring Paleolithic sites is reconstructing environmental background in which they earned a living with their own life style at that time. There are three ways of ecological restoration for prehistoric sites, which are the reclamation, the rehabilitation, and the restoration. The reclamation requires physical modification, and the rehabilitation does biological modification, but only the restoration requires improved management. Among them, the most desirable way applicable upon the Paleolithic sites restitution is the reclamation.

유기퇴비를 이용한 급경사 농경지 토양유실 저감 (Reduction of Soil Loss from Sloped Agricultural Field by using Organic Compost)

  • 고일하;강희천;권요셉;유찬;정문호;지원현
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권4호
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    • pp.48-57
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    • 2020
  • The objective of this study was to investigate the feasibility of organic compost for reducing soil loss in 25% sloped farm land. For the study, laboratory and field experiment were performed. After nine weeks monitoring in pot test, hardness of the amended soil with organic compost (1%~3%, w/w) showed two times higher than the control soil. Furthermore, soil loss of that was decreased by 95% under rainfall simulation test. From the result of laboratory experiment, organic compost with 2% (w/w) was applied for field experimental plot. After six month from April to September, the amount of soil loss became 67% of the initial, and the growth of natural vegetation was not hampered. Therefore, organic compost can be used as amendment materials to reduce soil loss in sloped farmland.

천수만 방조제 건설 후 대천 해빈 천해 어류의 중장기 종조성 변화 (Post-Reclamation Long-term Changes in Fish Species Composition of Beach Seine Samples in Cheonsu Bay)

  • 권순열;황학빈;홍지민;이태원
    • Ocean and Polar Research
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    • 제42권2호
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    • pp.141-155
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    • 2020
  • Species composition of fish in the shallow water at Daecheon beach was determined using monthly beach seine samples collected from April 2010 to March 2011. These data were compared with the previous data, one just after reclamation in 1984-1985, and the other in 1995-96, in order to assess the post-reclamation impact of the environmental change on the fish assemblage. A total of 30 species from 1,464 individuals with biomass of 17,808 g were identified. Dominant species in the number of individuals were Chelon haematocheilus (49.3%), Takifugu niphobles (13.7%) and Paralichthys olivaceus (10.0%). Among pelagic fish, migrant juvenile fish such as Sardinella zunasi and Thryssa kammalensis were abundantly collected in 1984-85, but the catch amount was gradually decreased as time untill only few pelagic fish were collected in 2010-2011. The benthic fish were most abundant in 1984-1985 among habitat groups, and Favonigobius gymnauchen and Kareius bicoloratus were the top two predominants. Species composition of benthic fish did not exhibited drastic changes in 1995-1996, but both the abundance decline and the species composition change was evident in 2010-2011. Among the semi-benthic fish from 1984-1985 samples, Sillago japonica and Konosirus punctatus predominated. Species composition was slightly changed in 1995-1996, but significant changes were met in 2010-2011 with the two predominats, Chelon haematocheilus and Takifufu niphobles. These changes in fish species composition may reflect the post-reclamation effect of the impaired water quality and the accumulation of organic rich fine sediments.

새만금간척전 .후 잔차류의 계절변화에 관한 연구 (A study of seasonal variation of the residual flow before and after Saemangeum reclamation)

  • 신문섭
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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    • pp.155-161
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    • 1999
  • The land reclamation area of Saemangeum(Kunsan) is located between 126$^{\circ}$10' E~126$^{\circ}$50' E and 35$^{\circ}$35' N~356$^{\circ}$05'N at the western coast of the Korean peninsula. The are many small islands including extensive areas of semi-diurnally flooded and dewatered tidal flats. The reclamation area of Saemangeum has a range of 5.6m spring tide and the maximum tidal current speed is about 1.41m s-1 in ordinary spring tide. Most of the sediments deposited on the tidal flats are transported from the Geum river, the Manjyung river and The Dongjin river. The soil in this area consists of silty sand with the depth of 10m to 30m . The wind in winter is strong from the direction of northwest. In the past twenty years, land reclamation projects for agricutural purpose or industrial cocmplex have been mostly implemented along the western coast of Korea. Saemangeum coastal area is being constructed the33km sea dike and 40, 100ha reclamation area. The purpose of this study is to find the residual circulations in four seasons after the dike construction by a robust diagnostic and prognostic numerical model. Heat flux at the sea surface in January ,May , August , October was asopted on the basis on the daily inflow of solar radiation at the earth surface, assuming an average atomospheric transmission and no clouds , as a function of latitude and time of year(George L.P.J.E William, 1990). The discharge from the Geum , the Mankyung and the Dongjin rivers was adopted on the basis of experience formula of river flow in January , May ,August, October (The M. of C.Korea, 1993) . Water temperature and salinity along the open boundaries are obtained from the results of field observation s.

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인천지역 준설토의 응력이력을 고려한 잔류 침하량 (Residual Settlement for Dredged Soil Deposit Considering Stress History in Incheon Area)

  • 천병식;이인훈;박덕흠;성화돈
    • 한국지반환경공학회 논문집
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    • 제9권2호
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    • pp.5-13
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    • 2008
  • 본 연구에서는 원지반 상부에 분포하는 준설토 매립층으로 인한 원지반의 압밀이력을 분석하기 위해 다양한 현장 원위치 시험과 실내시험을 수행하였으며, 특히 준설매립하중에 의한 원지반 압밀이 완료되지 않은 경우 추가 성토하중 재하시 합리적인 침하량 산정을 위해 CPTu 시험을 수행하였다. 원지반의 CPTu 시험결과 준설매립하중에 의한 원지반 연약점토층의 압밀도는 평균 80%의 정도를 보였다. 연구대상지역은 과거 준설매립하중에 대하여 원지반의 압밀이 완료되지 않은 상태이므로 추가 성토하중 재하시 잔류 압밀도(20%)만큼의 잔류침하를 고려하여 압밀침하량을 산정하였다. 추가 성토하중(${\Delta}P_s$) 재하시 압밀진행중인 원지반의 잔류 압밀도를 고려하지 않는 경우 잔류 압밀도(20%)만큼의 잔류침하에 의해 과다한 침하가 예상되며, PBD공법에 의한 연약지반 개량시 소요 압밀도 확보가 어려운 것으로 나타났다.

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부산 ${\cdot}$ 경남지역 주강 공장의 $CO_2$ 주형 고사의 발생실태와 재생에 관한 연구 (Investigation of Reclamation for Waste $CO_2$ Mold Sand of Steel Foundries in Busan and Gyeong Area)

  • 최준오;김민섭;최인석;천병욱;최창옥
    • 한국주조공학회지
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    • 제22권3호
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    • pp.121-129
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    • 2002
  • According to the investigation of waste $CO_2$ molding sand in the 15 steel foundries in Busan and Gyeong area, about 1 ton of waste $CO_2$ molding sand per ton of steel castings production was produced In order to reduce amount of $Na_2O$, Loss of Boiling (L.O.B), Loss of Ignition (L.O.I), Conductivity and PH which are present in the waste $CO_2$ molding sand below the reclamation effect, more than 50% of elimination for reclamation was required. It was found that the waste $CO_2$ molding sand does not contain a harmful component designated by industrial waste materials. Reclamation of the waste $CO_2$ molding sand was practically achieved by an abrasive-dry reclamation process. According to bench time of the sodium silicate-bonded $CO_2$ molding sand, reduction of compressive strength and surface stability index(S.S.I) become slowdown. Therefore, the reclaimed sand could be allowed the reuse of molding sand in $CO_2$ molding process including core sand.

초연약지반의 매립 및 지반개량 사례 연구 (I) - 매립 (Reclamation and Soil Improvement on Ultra Soft Soil (I) - Reclamation)

  • 나영묵;홍의;한정수
    • 한국지반환경공학회 논문집
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    • 제6권1호
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    • pp.23-31
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    • 2005
  • 실트폰드는 크기가 55만평의 인공연못 안에 두께가 3~20m의 초연약점토가 침전되어 있었다. 1990년대 중반에 매립이 시작되었다. 매립 전 시료채취 및 다양한 종류의 원위치시험을 수행하였다. 실트폰드에 침전되어 있는 흙은 극도로 연약하기 때문에 모래 포설장비를 이용하여 모래를 전 지역에 균등하게 살포하였다. 대단히 주의 깊은 시공에도 불구하고 모래 포설시 대규모 전단파괴가 발생하였다. 따라서 파괴지역에 보강을 위하여 가로가 900m이고 세로가 700m인 고강도 보강매트를 포설한 후 재차 모래를 포설하여 매립을 완료하였다. 매립의 성공은 수중 콘관입시험으로 확인하였다.

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埋立을 위한 土工量 계산에 관한 硏究 (A Study on the Earthwork Calculation for Reclamation)

  • 문두열
    • 한국해양공학회지
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    • 제9권2호
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    • pp.61-70
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    • 1995
  • The purpose of this paper is to calculate the excavation volume of unequal interval grid using nonlinear boundary in eathwork volume determination for reclamation of the foreshore. A congruence area formula by first and third equation is compared with trapezoidal, simpson formulas to earthwork volume. And nonlinear spot level method of unequal interval grid is compared with linear and nonlinear spot level method of equal interval grid excavation volume. As a result algorithm of derived area and volume formula should provide a better accuracy than linear and nonlinear spot level currently in use. Practical application of each method to the excavation volume is illustrated by digital elevation model of aerial photogrammetry and model test of aquarium.

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