• 제목/요약/키워드: Check Dam

검색결과 58건 처리시간 0.033초

물수지 및 식생 동역학 모의를 위한 생태수문모형 개발 (Development of the Ecohydrologic Model for Simulating Water Balance and Vegetation Dynamics)

  • 최대규;최현일;김경현;김상단
    • 한국물환경학회지
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    • 제28권4호
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    • pp.582-594
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    • 2012
  • A simple ecohydorlogic model that simulates hydrologic components and vegetation dynamics simultaneously based on equations of soil water dynamics and vegetation's growth and mortality is discussed. In order to simulate ungauged watersheds, the proposed model is calibrated with indirected estimated observation data set; 1) empirically estimated annual vaporization, 2) monthly surface runoff estimated by NRCS-CN method, and 3) vegetation fraction estimated by SPOT/VEGETATION NDVI. In order to check whether the model is performed well with indirectly estimated data or not, four upper dam watersheds (Andong, Habcheon, Namgang, Milyang) in Nakdong River watershed are selected, and the model is verified.

토양 매개변수의 해석적 산정을 통한 강우-유출 모의 (Rainfall-Runoff Simulation by Analytical Estimation of Soil Parameters)

  • 정우창;황만하;송재우
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.1870-1875
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    • 2006
  • This study was carried out to investigate the applicability of SAC-SMA model with parameters which were derived from analytical relationships proposed by Koren etc. (2000), with various data of soil properties in a basin. The studied basin is Yongdam dam basin and the daily runoff with 2003-year hydrological data was simulated. Simulated runoff results were compared with those measured at three check points(Chuchun, Donhyang and Yongdam) and analyzed through the statistical techniques such as VE(Volume Error), RMSE(Root Mean Squared Error) and CORR(Correlation). As a result of analyses, the good agreement was obtained between simulated and measured results.

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SWSI를 이용한 준분포형 수문학적 가뭄 평가 (Evaluation of Semi-Distributed Hydrological Drought using SWSI (Surface Water Supply Index))

  • 권형중;김성준
    • 한국농공학회논문집
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    • 제48권2호
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    • pp.37-43
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    • 2006
  • A hydrological drought index, MSWSI (Modified Surface Water Supply Index) was suggested based on SWSI (Surface Water Supply Index). With the available data of spatially distributed observation station of precipitation, dam storage, stream water level and natural groundwater level, South Korea was divided into 32 regions. This was conducted to represent the calculated index as a spatially distributed information. Monthly MSWSI was evaluated for the period of 1974 and 2001. It is necessary to compare this result with PDSI (Palmer Drought Severity Index) and SPI (Standard Precipitation Index), and check the applicability of the suggested index in our hydrological drought situation.

Analysis of Erosion Risk in a Catchment using Projected Rainfall Data and Spatial Rainfall-Erosion Model

  • Felix, Micah Lourdes;Kim, Joocheol;Choi, Mikyoung;Jang, Ning;Jung, Kwansue
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.316-316
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    • 2021
  • Erosion in a watershed is one of the main sources of sediment inflow in dams. While sediment management practices can be performed to reduce and manage sedimentation in reservoirs, managing the sediment inflow before it reaches the reservoir should also be consider. The accurate location of areas with high erosion and deposition rates should be determined in order to propose an appropriate sediment management procedure such as the construction of check dams. In this study, the projected rainfall from HadGEMRA-3 for RCP 8.5, was used in C-SEM, a distributed rainfall-erosion model, to determine the projected spatial erosion patterns in Cheoncheon catchment, which is located in the upstream part of Yongdam Dam.

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치과위생사의 치과보존분야 직무수행 현황 분석 (An Analysis of the Job Performance in Operative Restoration by Dental Hygienists)

  • 조평규
    • 한국치위생학회지
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    • 제4권2호
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    • pp.277-291
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    • 2004
  • The purpose of this study is to analyze the dental hygienists' overall performance in operative restoration and the clinical performance in operative restoration according to dental hygienists' career and to provide basic data for establishing the appropriate range of dental hygienists' work. Subjects of this study are 339 dental hygienists working at dental clinic and hospital nationwide, selected by their working place, career, type of clinic, and location of clinical institution. The distribution of people who responded to the survey shows that 81 belong to beginner level(less than 2 years since entering clinic), 115 intermediate level(2 to 3 years since entering clinic), 81 higher level(4 to 5 years since entering clinic) and 62 advanced level(more than 6 years since their entering clinic). In terms of the types of clinical institution, 178 belong to dental clinics and 161 belong to dental hospitals. The survey used in this study are focused on perception about clinical performance in operative dentistry and adequacy of the work. Operative dentistry consists of operative restoration and endodontic therapy. The operative restoration consists of 15 categories such as patient welcoming, examination and diagnosis, planning of treatment, anesthesia, control of moisture, cavity preparation, pulp protection, matrix band application, amalgam filling, resin filling, glass ionomer cement filling, abrasive strip removal, rubber dam removal, bite check and polishing, patient education, and arrangement. The reliability was Cronbach's Alpha .9453. SPSS 10.0 for Windows was used to analyze the responses. One way ANOVA was utilized to verify the differences in the dental hygienists' job performance in operative restoration and their job performance according to career. When significant difference was found. Duncan multi comparison post hoc was done. To sum up the results of this study, patient welcoming look the first place in the operative restoration. It was followed by patient education, examination and diagnosis, introducing treatment plan, resin filling, glass ionomer cement filling, amalgam filling, bite check and polishing, anesthesia, pulp protection, control of moisture, abrasive strip removal, cavity preparation, matrix band application, rubber dam removal, and anesthesia. In terms of the clinical performance by career, there were significant differences in 19 activities such as medical eraluation, oral examination, patient charting, intra oral readio graphs, firm developing fixing mounting, curing light gun, education of attention content after operation. Based on the results of this study, the specific range of operative restoration for dental hygienists should be focused on providing basic data for dentists' diagnosis, alleviation of fear and aching accompanied by injection and anesthesia, data providing for dentists' decision of anesthesia degree, and maximization of control of moisture.

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실크로드의 자연환경 (Natural Environment of Silk Road)

  • 손명원
    • 한국지역지리학회지
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    • 제11권1호
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    • pp.29-39
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    • 2005
  • 실크로드는 모든 동-서 교통로를 일컫는 포괄적인 용어이며, 고대의 한국 문화는 실크로드를 통하여 세계화 되어 갔다. 본 논문에서는 실크로드를 통하여 우리나라로 전래된 서역문화를 보다 잘 이해하기 위한 기반자료로써 실크로드의 자연적 환경을 고찰하였다. 실크로드 지역은 황토고원지역과 건조분지지역 및 고산지역으로 구분된다. 하서회랑은 점이지대로서, 대체로 건조지역에 속하며 오초령 이동 지역은 황토고원 지역에 속한다. 황토고원지역은 등질의 세립물질로 이루어져 있기 때문에 농지개간에 따른 토양유실이 극심하다. 최근에는 이를 극복하기 위하여 많은 숲을 가꾸고 많은 check-dam을 건설하였다. 건조분지지역은 중위도에 위치하지만 바다로부터 멀고 산지들로 둘러싸여 고립되어 있기 때문에 사막기후를 나타낸다. 하서회랑의 오아시스는 연속적으로 나타나는데 반하여, 건조분지의 오아시스는 단속적으로 발달한다. 하밀, 투루판에서는 카리즈를 이용한 과수재배가 성하다. 그리고 텐산산맥과 치렌산맥의 만년설은 건조분지에 용수를 공급해주기 때문에 매우 중요하다. 만년설 주변의 툰드라 지대에는 솔리플럭션 로브와 유상구조토가 분포한다.

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TOPMODEL을 이용한 장기유출 해석 (Long-term Runoff Analysis Using the TOPMODEL)

  • 조홍제;김정식;이근배
    • 한국수자원학회논문집
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    • 제33권4호
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    • pp.393-405
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    • 2000
  • 유역사면 토양 내에서 지하수의 거동을 모의할 수 있는 TOPMODEL을 이용하여 월별 유출량을 추정하였다. 한국수자원공사에서 운영중인 사연댐 유역(124.5 $\textrm{km}^2$)을 분석대상유역으로 선정하였으며, 국립지리원에서 작성한 1/5,000 수치지도와 지리정보시스템 도구인 Arc/Info를 이용하여 지형인자 등을 분석하였다. TOPMODEL을 이용한 월별 유출량에 대한 모의결과를 관측치와 비교할 때 재현성이 우수한 것으로 판단되었다. 격자 크기에 따른 영향을 검토하기 위하여 50m, 80m, 100m, 120m, 180m, 200m의 격자를 이용하여 TOPMODEL의 월별 유출량 수문곡선을 비교한 결과 격자간격이 180m일 때 최적의 모의결과를 나타냈으며 200m 일 때 상대적으로 큰 오차가 나타났다. 매개변수 최적화로부터 침투능비례계수(m)는 격자의 크기에 다소 영향을 받았다. 기존의 월별 유출량 추정모형인 가지야마 공식, KRIHS 모형 및 Tank 모형을 이용하여 TOPMODEL과 비교하였다. 분석결과 TOPMODEL이 가장 우수하게 나타났으며, 타 모형에 비해 지형특성이 충분히 고려되고 모의를 위해 결정되어야 할 매개변수의 수가 비교적 적기 때문에 월별 유출량 산정에 있어 실무적용에 유용할 것으로 판단되었다.

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Newmark 기반 변형해석에 의한 필댐의 내진저항성 연구 (A Study on the Seismic Resistance of Fill-dams by Newmark-type Deformation Analysis)

  • 박동순
    • 한국지진공학회논문집
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    • 제18권4호
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    • pp.161-170
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    • 2014
  • Newmark-type deformation analysis has rarely been done in Korea due to the popularity of simple pseudo-static limit equilibrium analysis and detailed time-history FE/FD dynamic analysis. However, the Korean seismic dam design code updated in 2011 prescribes Newmark-type deformation analysis as a major dynamic analysis method for the seismic evaluation of fill dams. In addition, a design PGA for dynamic analysis is significantly increased in the code. This paper aims to study the seismic evaluation of four existing large fill dams through advanced FEM/Newmark-type deformation analyses for the artificial earthquake time histories with the design PGA of 0.22g. Dynamic soil properties obtained from in-situ geo-physical surveys are applied as input parameters. For the FEM/Newmark analyses, sensitivity analyses are performed to study the effects of input PGA and $G_{max}$ of shell zone on the Newmark deformation. As a result, in terms of deformation, four fill dams are proved to be reasonably safe under the PGA of 0.22g with yield coefficients of 0.136 to 0.187, which are highly resistant for extreme events. Sensitivity analysis as a function of PGA shows that $PGA_{30cm}$ (a limiting PGA to cause the 30 cm of Newmark permanent displacement on the critical slip surface) is a good indicator for seismic safety check. CFRD shows a higher seismic resistance than ECRD. Another sensitivity analysis shows that $G_{max}$ per depth does not significantly affect the site response characteristics, however lower $G_{max}$ profile causes larger Newmark deformation. Through this study, it is proved that the amplification of ground motion within the sliding mass and the location of critical slip surface are the dominant factors governing permanent displacements.

토석류 저감시설 적용에 따른 토석류 수치해석에 관한 연구 (A Study on Numerical Analysis for Debris Flow considering the Application of Debris Flow Mitigation Facilities)

  • 강배동;안중수;전계원;장창덕
    • 한국방재안전학회논문집
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    • 제16권4호
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    • pp.33-43
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    • 2023
  • 장마와 같이 장기간에 내리는 강우나 단기간에 많은 양의 강우가 내리는 집중호우의 영향으로 산사태, 토석류와 같은 산지재해가 발생한다. 산사태와 토석류는 인적, 물적 피해를 야기하므로 이를 예방하기 위한 다양한 대책의 적용과 연구가 수행되고 있다. 토석류 재해 연구 중 토석류 수치모형은 비교적 간단하게 연구지역에 대한 위험도를 분석할 수 있다. 다만 경험에 의한 방정식이 적용되어 모형마다 다른 결과를 나타내고 입력변수도 모델마다 차이가 있어 수치모형의 검증은 필수적이다. 본 연구에서는 토석류 수치모형을 이용하여 토석류의 피해를 저감하기 위한 시설인 사방댐과 종단구조물인 계간수로를 반영하여 이에 따른 저감효과를 비교·분석하였다.

제체 상태 평가를 위한 동적 콘 관입시험과 평판재하시험 결과의 상관관계 분석 (The Correlation Analysis between Dynamic Cone Penetration Test and Plate Loading Test Results for Evaluation of Dam Conditions)

  • 정영훈;김성민;임정열
    • 한국지반환경공학회 논문집
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    • 제19권4호
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    • pp.33-38
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    • 2018
  • 제체 재료의 다짐 불량에 의한 내부 침식은 국내 제방의 주요 붕괴 원인으로, 제방의 안전진단에 있어서 제체의 다짐 상태 평가는 매우 중요한 점검 사항이다. 본 연구에서는 제체의 다짐상태 평가 시 동적 콘 관입시험의 현장 적용성을 검증하기 위해 대표적인 다짐평가 기법인 평판재하시험에 대해 상관관계를 분석하였다. 시험 부지의 지반 특성 및 토층 심도를 파악하기 위해 표준관입시험을 6회 수행하였다. 평판재하시험 15회, 동적 콘 관입시험 47회 수행 후 크리깅(Kriging) 기법으로 공간분포를 얻었다. 평판재하시험의 공간분포와 일정 관입깊이에서의 동적 콘 관입시험 공간분포 간의 피어슨 상관 계수를 계산하였다. 평판재하시험의 지지력과 관입 깊이 5cm, 10cm, 15cm에서의 동적 콘 관입시험의 타격횟수는 약한 양의 상관관계를 갖는 것으로 나타났다.