• 제목/요약/키워드: flood control method

검색결과 231건 처리시간 0.025초

역지붕 녹화옥상시스템[KICT-GRS2004]의 우수유출 특성에 관한 실험적 연구 (A Experimental Study on Effluence Characteristic of the Rainfall in the IRMA Green Roof System of KICT)

  • 장대희;김현수;이건호;문수영
    • KIEAE Journal
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    • 제5권2호
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    • pp.11-18
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    • 2005
  • The Purpose of this study is development and analysis of Effluence Characteristic of the Rainfall in the IRMA Green Roof System(developed in KICT) Plus 50 program is an internal research project at KICT(Korean Institute of Construction Technology) which has it as an object ; to lengthen the building's life 50-year or more and reduce energy conception 50% than present. Green roof system is one of the most important theme in the Plus 50 program. Generally, a Green Roof System has a positive effect on the thermal conductivity in winter, the micro cooling effect on building and city by evaporation in summer, the flood-control effect by runoff-reduction or the treated rainwater-quality of green roof system and so on. However, inspection of the physical effect of green roof system does not consider in Korea. Above all, long-term monitoring and a whole observation of green roof system is needed to probate the effect. So a new experimental method could be tried in this research, which is never attempted in Korea. The measurement by a bucket with a great volume, 1L, gives a new dimension of measuring green roof effect to measure the permanent running flood from a wide roof. This offers a reasonable result on a long-term measuring of a running water. Additionally, the thermal behavior of the IRMA(Insulated Roof Membrane Assembly), known in the western europe as a reasonable solution at green roof system by economical benefits and easy construction, would be experimented.

A Numerical Study of Mesoscale Model Initialization with Data Assimilation

  • Min, Ki-Hong
    • 한국지구과학회지
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    • 제35권5호
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    • pp.342-353
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    • 2014
  • Data for model analysis derived from the finite volume (fv) GCM (Goddard Earth Observing System Ver. 4, GEOS-4) and the Land Data Assimilation System (LDAS) have been utilized in a mesoscale model. These data are tested to provide initial conditions and lateral boundary forcings to the Purdue Mesoscale Model (PMM) for a case study of the Midwestern flood that took place from 21-23 May 1998. The simulated results with fvGCM and LDAS soil moisture and temperature data are compared with that of ECMWF reanalysis. The initial conditions of the land surface provided by fvGCM/LDAS show significant differences in both soil moisture and ground temperature when compared to ECMWF control run, which results in a much different atmospheric state in the Planetary Boundary Layer (PBL). The simulation result shows that significant changes to the forecasted weather system occur due to the surface initial conditions, especially for the precipitation and temperature over the land. In comparing precipitation, moisture budgets, and surface energy, not only do the intensity and the location of precipitation over the Midwestern U.S. coincide better when running fvGCM/LDAS, but also the temperature forecast agrees better when compared to ECMWF reanalysis data. However, the precipitation over the Rocky Mountains is too large due to the cumulus parameterization scheme used in the PMM. The RMS errors and biases of fvGCM/LDAS are smaller than the control run and show statistical significance supporting the conclusion that the use of LDAS improves the precipitation and temperature forecast in the case of the Midwestern flood. The same method can be applied to Korea and simulations will be carried out as more LDAS data becomes available.

유전자 알고리듬을 이용한 저류함수모형의 매개변수 추정에 관한 연구 (A Study on Parameters Estimation of Storage Function Model Using the Genetic Algorithms)

  • 박봉진;차형선;김주환
    • 한국수자원학회논문집
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    • 제30권4호
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    • pp.347-355
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    • 1997
  • 본 연구에서는 자연계의 적응 및 도태에 의한 Darwin의 진화과정을 수학적으로 체계화시킨 유전자 알고리듬(genetic algorithm)을 다목적댐의 홍수추적모형으로 사용되고 있는 저류함수법의 매개변수 추정에 적용하였다. 유전자 알고리듬은 생명체의 자연도태 원리를 수학적인 학습영역으로 적용한 탐색 알고리듬의 일종으로 매개변수의 추정은 개체유전과 적자생존법칙을 통해 설정된 모형의 성능을 개선시켜 나감으로써 최적값에 도달하게 된다. 수문순환계의 복잡한 과정을 개념적으로 모형화한 저류함수모형에 대한 유전자 알고리듬의 적용성을 평가하기 위하여 대청댐의 홍수기록을 선정하여 매개변수를 조정하고 검증을 위하여 사용하였다. 여기서, 각 홍수사상은 기존의 경험공식에 의해 산정된 매개변수값으로 모의하였고 유전자 알고리듬에 의한 매개변수의 보정은 50세대로 한정하여 3회씩 실시하여 비교·분석하였다. 그 결과 유전자알고리듬을 적용했을 때에 보정전과 비교하여 첨두홍수량 및 첨두홍수량의 도달시간 등 모든 면에서 향상되었으며 민감도 분석결과에서는 매개변수 Rsa, f1의 민감도가 가장 큰 것으로 나타났다. 이를 토대로 수문계에서 강우-유출모형인 저류함수법의 매개변수 산정에 대한 유전자 알고리듬의 적용성을 입증하였으며, 저류함수모형의 적용시 매개변수 산정을 위하여 사용되고 있는 경험공식과 비교·검토함으로써 홍수조절업무에 개선에 활용하고자 하였다.

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비정형 데이터와 딥러닝을 활용한 내수침수 탐지기술 개발 (Development of a method for urban flooding detection using unstructured data and deep learing)

  • 이하늘;김형수;김수전;김동현;김종성
    • 한국수자원학회논문집
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    • 제54권12호
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    • pp.1233-1242
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    • 2021
  • 본 연구에서는 비정형 데이터인 사진자료를 이용하여 침수의 발생여부를 판단하는 모델을 개발하였다. 침수분류를 모델 개발을 위하여 CNN기반의 VGG16, VGG19을 이용하였다. 모델을 개발하기 위하여 침수사진과 침수가 발생하지 않은 사진을 웹크롤링 방법을 이용하여 사진을 수집하였다. 웹크롤링 방법을 이용하여 수집한 데이터는 노이즈 데이터가 포함되어 있기 때문에 1차적으로 본 연구와 상관없는 데이터는 소거하였으며, 2차적으로 모델 적용을 위하여 224 × 224로 사진 사이즈를 일괄 변경하였다. 또한 사진의 다양성을 위해서 사진의 각도를 변환하여 이미지 증식을 수행하였으며. 최종적으로 침수사진 2,500장과 침수가 발생하지 않은 사진 2,500장을 이용하여 학습을 수행하였다. 모델 평가결과 모델의 평균 분류성능은 97%로 나타났으며. 향후 본 연구결과를 통하여 개발된 모델을 CCTV관제센터 시스템에 탑재한다면 신속하게 침수피해에 대한 대처가 이루어 질 수 있을 것이라 판단된다.

드론을 이용한 하천공간정보 획득의 효율적 방안 (Efficient method for acquirement of geospatial information using drone equipment in stream)

  • 이종석;김시철
    • 한국수자원학회논문집
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    • 제55권2호
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    • pp.135-145
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    • 2022
  • 본 연구는 지방하천의 하류구간을 대상으로 위성항법시스템(GNSS)과 드론 RGB (D-RGB), 드론 LiDAR (D-LiDAR) 측량성과 비교를 통해 측량방법의 정확도와 수공 실무의 드론 실용화를 검증하고자 한다. 이를 위해 지상기준점(GCP)과 검사점(CP) 좌표 값 측량결과의 우수성을 확인하고 그 결과를 HEC-RAS 모형에 적용하여 수리특성을 분석하고자 한다. 본 연구는 소유역인 연구대상지역을 세 방법의 정확도 비교를 위해 6개 GCP와 3개 CP를 설치하고 측량오차의 정확도 평가를 수행함으로써 D-LiDAR 측량성과가 우수한 것을 확인하였다. 이들 방법에 의한 소하천 수로구간의 100년 빈도 계획 홍수량에서 평균 하상고의 D-RGB와 D-LiDAR 성과는 2.30 m, 1.80 m, 평균 홍수위 성과는 4.73 m, 4.25 m로 D-LiDAR 성과가 우수하였다. 따라서 소하천 수로구간의 지형공간정보 획득에 드론 장비를 이용한 측량기법으로 D-LiDAR 측량이 유용한 방법이며 효율적인 방안으로 추천한다.

방열특성 제어를 위한 PWM 전류제어 기반 LED 모듈 개발 (Development of LED Module Control-based PWM Current for Control of Heat-dissipation)

  • 이승현;문한주;허성범;최성대
    • 한국기계가공학회지
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    • 제14권6호
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    • pp.129-135
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    • 2015
  • This paper shows significant methods that improve the lifespan of LED modules as well as efficiently using an aluminum heat-sink for LED module in high power. It proposes a method that raises stability and lifespan to protect LED modules and the power unit when the LED module has been used for a long hours at high temperatures. During the research, we applied a method of pulse-width modulation (PWM) in order to prevent the phenomenon that the entire power of a system is turned off and the lifespan is reduced when the LED nodule reacts to the high temperatures. To protect the LED module and SMPS based on high efficiency, a temperature sensor is attached underneath the circuit board and the sensor measures the temperature of circuit board when the LED module is powered on. The electrical power connected to SMPS is controlled by PWM when the temperature of the LED module reaches a particular temperature.

Effect of biaxial stress state on seismic fragility of concrete gravity dams

  • Sen, Ufuk;Okeil, Ayman M.
    • Earthquakes and Structures
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    • 제18권3호
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    • pp.285-296
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    • 2020
  • Dams are important structures for management of water supply for irrigation or drinking, flood control, and electricity generation. In seismic regions, the structural safety of concrete gravity dams is important due to the high potential of life and economic loss if they fail. Therefore, the seismic analysis of existing dams in seismically active regions is crucial for predicting responses of dams to ground motions. In this paper, earthquake response of concrete gravity dams is investigated using the finite element (FE) method. The FE model accounts for dam-water-foundation rock interaction by considering compressible water, flexible foundation effects, and absorptive reservoir bottom materials. Several uncertainties regarding structural attributes of the dam and external actions are considered to obtain the fragility curves of the dam-water-foundation rock system. The structural uncertainties are sampled using the Latin Hypercube Sampling method. The Pine Flat Dam in the Central Valley of Fresno County, California, is selected to demonstrate the methodology for several limit states. The fragility curves for base sliding, and excessive deformation limit states are obtained by performing non-linear time history analyses. Tensile cracking including the complex state of stress that occurs in dams was also considered. Normal, Log-Normal and Weibull distribution types are considered as possible fits for fragility curves. It was found that the effect of the minimum principal stress on tensile strength is insignificant. It is also found that the probability of failure of tensile cracking is higher than that for base sliding of the dam. Furthermore, the loss of reservoir control is unlikely for a moderate earthquake.

고수호안 복토공법의 토양 유실율에 관한 실험적 연구 (An Experimental Study on Soil Loss Rate of Recovery Soil Technique at High Water Revetment)

  • 채동석;김영도;박재현;김철
    • 한국방재학회 논문집
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    • 제10권2호
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    • pp.135-141
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    • 2010
  • 현재 우리나라 도심하천의 고수호안 설계에서는 치수적 안정성 확보를 위해 기 설치된 콘크리트 호안을 철거하는 대신에 복토 후 식생매트 공법을 통한 자연친화적인 하천공법이 널리 사용되고 있다. 그러나 이와 같은 복토공법의 적절한 수리학적 기준이 제시되지 않아 홍수기 유실로 인한 경제적 손실이 자주 발생하고 있다. 본 연구에서는 수리적 안정성을 포함한 친환경적인 식생복토공법의 유실율 평가에 관해 수리모형 실험을 통해 규명하고자 하였다. 식생의 활착 유무에 따른 복토의 유실율을 살펴보면 호안경사에 따라서 식생의 유무에 따른 유실율 차이가 52%로 나타났으며, 호안의 경사도가 클수록 식생에 의한 저감효과가 큰 것으로 연구결과 나타났다. 또한 유속 조건 및 호안의 경사에 따라서 식생이 없을 경우 유실율이 최대 19.5%로 나타났다.

측면 위어를 넘나드는 천수 흐름에 대한 2차원 수치모의 (2D Numerical Simulations for Shallow-water Flows over a Side Weir)

  • 황승용
    • 한국수자원학회논문집
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    • 제48권11호
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    • pp.957-967
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    • 2015
  • 측면 위어의 수위-유량 관계가 알려지지 않더라도, 저류지에 의한 홍수 조절 효과를 평가할 수 있는 2차원 수치모의에 대해 검토하였다. 수치해법으로서 천수방정식에 대해 유한체적법을 적용하고, 흐름률의 정확한 계산을 위해 근사 Riemann 해법을 도입하여 수심적분 2차원 수치모형을 구성하였다. 모의 결과를 수로와 저류지에서 자유월류와 잠긴 흐름이 발생되는 실험실 실험의 결과와 비교하였다. 자유 월류 상태에서 예측된 측면 위어의 유량 계수와 실험에 의한 그것 사이의 차이는 매우 작았다. 또한, 잠긴 흐름에 대한 모의 결과도 측정 결과와 잘 일치하였으며, 그 기구가 잘 재현되었다. 이 연구를 통해 2차원 수치모형으로 측면 위어에 대한 유량 계수를 정확하게 결정할 수 있으며, 저류지에 대한 홍수 방어능력의 검토 또한 상당한 수준의 정확도로 이루어질 수 있음이 확인되었다. 따라서 저류지의 계획, 설계안의 검토, 관리를 위한 기존 저류지의 평가 등에 이 모형의 실용적인 적용이 기대된다.

대단위 농업종합개발사업의 사회경제적 기대편익 추정과 결합비용의 배분 -금강지구를 중심으로- (Estimation of the Expected Socio-economic Benefits of the Largescale Comprehensive Agricultural Development Project and Jointcost Allocation -In the Case of Kumgang Project Area-)

  • 임재환
    • 농업과학연구
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    • 제23권1호
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    • pp.159-176
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    • 1996
  • This study is aimed at reviewing the methods of joint cost allocation and allocating the joint cost of estuary dam with specially repect to Kumgang Large-scale Agricultural Comprehensive Development Project. Apart from the water resource development project propelled by Water Resource Development Corporation in connection with Law of Multipurpose Dam Development, the Largescale Comprehensive Agricultural Development Projects couldn't ins-titutionally be carried out cost allocation of common facilities, even though it were concerned with irrigation, municipal and industrical water supply, flood control, sightseeing and industrial zone development components. To decrease farmer's burden of the project costs and, operation and maintenance costs, the joint costs of common facilities like estuary dam included in agricultural development projects have to be allocated by suitable method as alternative cost-remaining benefit method and the analytical activity should be supported by revising the concerned laws as Rural Development and Promotion and, Rural Rearrangement conpatible with the law for multipurpose dam development. Kumgang Agricultural Comprehensive Development Project was selected as a case study for the estimation of socio-economic benefits by project components and joint cost allocation of the estuary dam. The main results of the study are as follows; Joint cost allocation and unit charges by components 1. The project area will be 25,554ha with total project cost of 624,860 million won including the estuary dam cost of 120,843 million won. The project costs were ex-pressed by 1994 constant price. 2. Total quantity of water was estimated 365 million tons which were consisted of 245 million tons for irrigation, 73 million tons for municipal water and 47 million tons for industrial water. 3. The rates of joint cost allocation were amounted to 34.2% for agriculture, 2.5% for sightseeing, 45.7% for transportation, 11.8% for M & I water supply and 5.8% for flood control respectively. 4. The unit financial charges by project components were estimated at 7.88 won per ton for irrigation, 16.11won for M & I water, 1,686won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The financial charges using straitline method for depreciation were estimated at 7.88won per ton for irrigation, 9.12won per ton for M & I water, 624won per vehicle one pass for transportation and 331won per Pyeong for sightseeing area. 5. The unit economic charges by project components were estimated at 21.1 won per ton for irrigation, 15.2won for M & I water, 977won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The economic charges using straitline method for depreciation were estimated at 11.72won per ton for irrigation, 8.61won per ton for M & I water, 331won per vehicle one pass for transportation. Policy recommendation 1. The unit operation and maintenance costs for irrigation water in the paddy field couldn't be imposed as the water resource cost untreated. 2. The dam costs including investment cost and O & M cost, as a joint cost, had to be allocated by each benefited components as transportation, M & I water supply, flood control, irrigation and drainage, and sightseeing. But the agricultural comprehensive project have been dealt as an irrigation project without any appraisal socio-economic benefits and any allocating the joint cost of estuary dam. 3. All the associated project benefits and costs must be evaluated based on accounting principle and rent recovery rate of the project costs and O & M costs should be regulated by the laws concerned. 4. The rural development and promotion law and rural rearrangement law have to be revised comprising joint cost allocation considering free rider problems. 5. The government subsidy for the agricultural base development project has to be covered all the project costs. In case of common facilities representing joint cost allocation problems, all the allocated casts for other purposes like transportation and M & I water supply etc. should be recovered for formation in investment fund for agricultural base development and to procure O & M costs for irrigation facilities.

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