• Title/Summary/Keyword: 탱크 모형

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Rainfall Pattern in Jeju-do and Rainwater Utilizing System at Domestic District (제주지역의 강우패턴과 가정용 우수이용시스템)

  • Jang, Kyung-Soo;Jun, Ji-Young;Seo, Young-Min;Lee, Seung-Yun;Jee, Hong-Kee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1420-1424
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    • 2006
  • 제주도는 연 평균 강우량이 전국 평균의 1.5배에 해당하는 다우지역이다. 그러나 화산섬으로서의 특수한 지형 및 지질구조 때문에 지표수가 거의 발달하지 않았으며, 이러한 수문지질여건으로 인하여 수자원의 대부분을 지하수 개발에 의존할 수 밖에 없어 용수 수요량의 증가를 충족시키기 위한 지하수 개발이 가속화되어 왔다. 그러나 지하수의 과다개발 등으로 지하수의 부존량은 점차 감소할 수 밖에 없는 실정이며, 제주도의 투수성이 높은 지질과 토양으로 지하수 오염에 취약해 최근 수질기준을 초과하는 지역이 늘어나고 있는 실정이다. 이에 제주 당국은 국제자유도시특별법 규정에 권장대상 빗물이용시설에 대한 시설비 보조에 관한 사항 등을 정하여 우수이용을 권장하고 있다. 본 연구에서는 제주도지역의 강우패턴과 세대별 생활용수량 자료를 조사 분석하여 효율적인 가정용 우수 이용 시스템으로서 갈수기에도 안정적으로 용수를 공급받을 수 있는 저류탱크의 크기 및 우수배관의 관경결정 기법을 개발하고 수질의 안정화를 위한 우수수질 안정화 기법을 제시하였다. 우수이용 시스템의 설계를 위하여 개발한 모형인 DDP, DOS 모형을 이용하여 강우 및 용수의 기초자료가 비교적 풍부한 제주도 지역에 적용함으로써 국내의 다른 산간지역과 도서지역에서도 본 시스템의 적용이 용이하게 될 수 있을 것으로 판단되며, 본 시스템 및 시스템 모형화에 대한 지속적인 연구를 통하여 보다 경제적이고 안정적인 시스템 설계가 가능한 범용적인 모형의 개발을 할 수 있을 것으로 사료된다.

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Pseudo-Dynamic Tests on Base-Isolated Liquid Storage Tanks (기초분리(基礎分離)된 액체저장(液體貯藏)탱크의 유사(類似) 동적실험(動的實驗))

  • Kim, Nam Sik;Lee, Dong Guen
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.4
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    • pp.51-64
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    • 1993
  • Base-isolated liquid storage tanks under seismic loading were tested by the Pseudo-dynamic test method. Substructuring technique in which a mixed integration method was adopted and the liquid tanks were simply modeled as a discrete system. This study gave experimental verification on the advantage of mounting the liquid tanks on base isolators in order to reduce the hydrodynamic forces on the tank wall.

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Analysis of Two-Dimensional Sloshing Problems by a Lagrangian FEM (Lagrangian 유한요소법을 이용한 2차원 탱크내 유동해석)

  • P.M.,Lee;S.W.,Hong;S.Y.,Hong
    • Bulletin of the Society of Naval Architects of Korea
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    • v.27 no.2
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    • pp.21-30
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    • 1990
  • Theoretical and experimental techniques to analyze the two-dimensional liquid motion in a tank are discussed. A Lagrangian FEM with a velocity correction procedure is introduced to describe incompressible free surface fluid flow. A mesh rezoning technique is used to prevent strong distortion of finite elements in the Lagrangian description. Model test technique for sloshing tank is developed using a hydraulic type bench tester. The influence of the variation in the exciting frequency and amplitude are observed for various fill depths. The results of theoretical calculations are compared with those of experiments.

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Determination of Daily Pollutant Loadings Using TANK Model (탱크모형을 이용한 일별 오염부하량의 산정)

  • 엄명철;권순국
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.38 no.3
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    • pp.92-100
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    • 1996
  • In order to control the water quality in rivers or lakes, it is needed to evaluate accurate amount of pollutant loadings from watersheds. The daily pollutant loadings were simulated using the pollutant loading calculation model which was composed of mathematical equations superimposed on the TANK model. The calibration of runoff and pollutant loading parameters were carried out with observed data, using a trial-and-error method. In addition, the proposed model was applied to evaluate its applicability for the representative watershed, the Bokha river watershed, Icheon city, Korea. The parameters of SS and T-P showed large values in the first tank while T-N showed large in the second tank. As a result of simulating the daily pollutant loadings by the pollutant loading calculation model, all of SS, T-N and T-P loadings were increased or decreased according to the amount of runoff discharge. Especially, it was apparent that SS and T-P loadings were significantly influenced by the runoff variation when it was rain. These results could partly explain that SS and T-P would occur mainly from the surface runoff while T-N would occur from both surface and subsurface flow.

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Real-Time Runoff Simulation of Youngju Dam Basin Using Data Assimilation (자료동화기법을 이용한 영주댐 유역 실시간 유출해석)

  • Lee, Dae Eop;Lee, Gi Ha;Lee, Kyoung Sang
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.554-554
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    • 2016
  • 본 연구의 대상지역인 영주댐은 낙동강 중 하류지역의 수질 개선을 위한 하천유지용수 공급 및 최근 이상기후에 의한 홍수피해경감, 경상북도 북부지역의 안정적인 용수공급을 목적으로 건설된 다목적댐으로 상기의 목적달성 및 효과의 증대를 위해 댐유입량을 정확하게 산정 또는 예측할 필요가 있다. 이를 위해서 유출모형을 이용한 유출예측이 필요하지만 어떤 유출모형이라 할지라도 실제의 시스템을 오차 없이 모의할 수는 없으며, 하나의 사상에 대해 좋은 결과를 보이는 모형도 다른 사상에 대해 큰 오차를 유발할 수 있다. 이러한 오차를 줄이기 위해 대상 연구지역의 다양한 특성을 반영 할 수 있는 인자의 수집과 이를 통한 모형의 보정 및 적용의 과정이 필요하게 된다. 본 연구는 영주댐 유역의 장 단기 유역유출해석 시스템 구축을 목적으로 하고 있으며, 이를 위해 개념적 강우-유출 모형인 저류함수모형 및 탱크모형을 자료동화기법인 칼만 필터(Kalman Filter) 기법과 결합하여 실시간 보정을 통해 영주댐 유역 유출해석을 수행하였다.

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The Dynamic Effect of Promotion of Natural Gas Vehicles on LNG Storage Facilities (천연가스 차량 보급이 LNG 저장설비 소용에 미치는 동태적 영향분석)

  • 김상준;홍정석;박찬국;최기련
    • Journal of Energy Engineering
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    • v.10 no.3
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    • pp.233-242
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    • 2001
  • This paper attempts to analyze the effects of promotion of natural gas vehicles (NGVs) on LNG storage facilities and load patterns, and to verify economic feasibilities of NGVs as a DSM (Demand-Side Management) strategy. For these purpose, we have established an econometric mode. Results from the model indicate that natural gas demand in transportation sector will increase continuously, having a 7.84% share in total natural gas demand in 2014. By this analysis, the increased use of NGVs can result in a decreased requirement on the volume of around 1.3 LNG tanks lower in 2014. Also, it shows that TDRs can be reduced by 0.4 for the city gas and by 0.15 for the total LNG in 2014. As a conclusion, we suggest that the promotion of NGVs may play an efficient role as a DSM strategy, and should be considered as a promising strategy to optimize the investment needs in LNG sector as well as an environmental protection measures. Lastly, we acknowledge that a transportation module in our model is based on a Korean government's NGVs promotion plan, not on a market function.

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Study of High-capacity Foam Discharging Systems for Full Surface Fire of Big Oil Tanks (대형 유류저장탱크 전면화재 대응을 위한 대용량포방사시스템 연구)

  • Im, Joo-Yeol;Chung, Yeong-Jin
    • Fire Science and Engineering
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    • v.33 no.6
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    • pp.173-180
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    • 2019
  • Oil tank fires need to be suppressed differently from other oil-related fires, due to the high-temperature flames and hot updraft above the tank, in the former case, that cause the destruction of large amounts of foam. We studied high-capacity foam discharge systems based on the standards of the American Petroleum Institute (API), National Fire Protection Association (NFPA), British Standard European Norm (BS EN), and the laws of Japan. The performance of a high-capacity foam discharge system was measured by conducting real fire experiments with model oil tanks. We concluded that lightweight and easily movable high-capacity foam discharge systems should be urgently introduced in domestic operations. Additionally, the obstacles faced by major tanks, such as long-distance installation of large-diameter fire hoses and narrowing of firefighting spaces, should be resolved depending on the conditions of the site.

Earthquake Response Analysis of Cylindrical Liquid-Storage Tanks Considering Nonlinear Fluid-Structure Soil Interactions (비선형 유체-구조물-지반 상호작용 고려한 원통형 액체저장탱크의 지진응답해석)

  • Jin Ho Lee;Jeong-Rae Cho
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.37 no.2
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    • pp.133-141
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    • 2024
  • Considering fluid-structure-soil interactions, a finite-element model for a liquid-storage tank is presented and the nonlinear earthquake response analysis is formulated. The tank structure is modeled considering shell elements with geometric and material nonlinearities. The fluid is represented by acoustic elements and combined with the structure using interface elements. To consider the soil-structure interactions, the near- and far-field regions of soil are modeled with solid elements and perfectly matched discrete layers, respectively. This approach is applied to the seismic fragility analysis of a 200,000 kL liquid-storage tank. The fragility curve is observed to be influenced by the amplification and filtering of rock outcrop motions at the site when the soil-structure interactions are considered.