• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.115-120
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• 2003

Several methodologies were devised to reasonably predict the temperature boundary conditions of inner face of the concrete outer tank so as to set up heat transfer analysis model of the full containment above-ground LNG storage tank. In this model, outer tank is solely taken into account and the beneficial effect of suspended deck and insulation layers on the temperature distribution of outer tank is separately formulated according to the proposed procedures. More effective design of the insulations can be achieved when the proposed simple schemes are used in the preliminary stage.

• Journal of Advanced Marine Engineering and Technology
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• 제38권5호
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• pp.550-556
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• 2014

In this study, for the control of a single water tank system, a fuzzy-PID controller design technique based on a fuzzy model is investigated. For this purpose, a water tank system is linearized as a number of submodels depending on the operating point, and a fuzzy model is obtained by fuzzy combining. Each submodel is approximated as a first order time delay model, and a PID controller is designed using several existing tuning techniques. Then, through the fuzzy combination of this controller using the same method as that of the fuzzy model, a fuzzy-PID controller is designed. For the proposed technique, a simulation is performed using the fuzzy model of a water tank system, and the validity is examined by comparing its performance with that of a PID controller.

• 한국수자원학회논문집
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• 제46권5호
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• pp.519-530
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• 2013

본 연구에서는 미계측 유역인 저수지 상류 유역의 유출을 모의하기 위하여 Tank 모형의 구성성분을 개선하고 매개변수를 지역화하였으며, 모형의 적용성을 평가하였다. 저수지 상류 유역의 유출특성을 고려하여 3단 Tank 모형을 선정하였다. 유역 물수지를 고려하여 세 번째 Tank의 지하배수과정을 제외하였으며, 증발산성분은 국내의 기상관측 상황을 반영하여 개선하였다. 모형의 민감도 분석결과는 매개변수${\alpha}$의 변화에 따라 모형이 합리적으로 반응한다는 것을 제시하였다. 유역의 유역특성인자와 토지이용상태를 변수로 사용하여 모형의 매개변수 지역화식을 결정하였다. 3개 유역의 유출 모의와 1개 저수지의 저수위 모의에 대하여 모형 성능을 검증하였으며, 실측치와 모의치가 유사한 경향을 나타냈다. 24개 저수지 유입량 모의에 모형을 적용한 결과, 대상 저수지 상류 유역의 평균 증발산율은 42.8%, 평균 유출률은 56.6%이었다. 결론적으로 매개변수가 지역화된 Tank 모형은 저수지 상류 유역의 유출 모의에 적용이 가능하며, 모의된 유입량 자료는 저수지 계획, 설계, 운영에 유용하게 활용될 수 있을 것으로 사료된다.

• 한국농공학회논문집
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• 제57권4호
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• pp.121-133
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• 2015

The TANK model has been widely used in rainfall-runoff modeling due to its simplicity of concept and computation while achieving forecast accuracy. A major barrier to the model application is to determine parameter values for ungauged watersheds, leading to the need of a method for the parameter estimation. The objective of this study was to develop regression equations for estimating the 3th TANK model parameters considering their variations for the ungauged watersheds. Thirty watersheds of dam sites and stream stations were selected for this study. A genetic algorithm was used to optimize TANK model parameters. Watershed characteristics used in this study include land use percent, watershed area, watershed length, and watershed average slope. Generalized equations were derived by correlating to the optimized parameters and the watershed characteristics. The results showed that the TANK model, with the parameters determined by the developed regression equations, performed reasonably with 0.60 to 0.85 of Nash-Sutcliffe efficiency for daily runoff. The developed regression equations for the TANK model can be applied for the runoff simulation particularly for the ungauged watersheds, which is common for upstream of agricultural reservoirs in Korea.

• 한국가스학회지
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• 제17권5호
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• pp.58-63
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• 2013

환경 친화적 에너지로 고려되는 LNG(Liquefied Natural Gas)는 그 수요량이 계속 증가하고 있으며, 이에 따라 LNG를 저장하는 LNG저장탱크에 관한 다양한 연구도 활발히 진행되고 있다. 실제 LNG저장탱크의 지진력 산정시 구조물과 지반의 상호작용을 구현하기 위해서는 내부탱크, 외부탱크, 파일 그리고 지반을 함께 모델링하여 유한요소해석을 수행하여야 한다. 따라서 본 연구는 EN 1998-4(European Standard)에 채택되어 있는 Malhotra 방법을 적용하여 세 가지의 내부탱크 모델에 대한 연구를 수행하였으며, 이를 수계산 결과와 비교 분석함으로써 EN코드에 가장 적합한 내부탱크 모델을 구축하였다.

• 한국관개배수논문집
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• 제8권2호
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• pp.55-63
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• 2001

This study was performed to analyse the sensitivity of the Tank model parameters . First of all, the proper values of the parameters which have the least simulation error to the observed data, were estimated. These were used as the standard values which a

• 한국농공학회논문집
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• 제46권5호
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• pp.41-52
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• 2004

In this study, parameters of long and short term runoff model were optimized using genetic algorithm as a basic research for integrated water management in a watershed. In case of Korea where drought and flood occurr frequently, the integrated water management is necessary to minimize possible damage of drought and flood. Modified TANK model was optimized as a long term runoff model and storage-function model was optimized as a short term runoff model. Besides distinguished parameters were applied to modified TANK model for supplementing defect that the model estimates less runoff in the storm period. As a result of application, simulated long and short term runoff results showed 7% and 5% improvement compared with before optimized on the average. In case of modified TANK model using distinguished parameters, the simulated runoff after optimized showed more interrelationship than before optimized. Therefore, modified TANK model can be applied for the long term water balance as an integrated water management in a watershed. In case of storage-function model, simulated runoff in the storm period showed high interrelationship with observed one. These optimized models can be applied for the runoff analysis of watershed.

• Structural Engineering and Mechanics
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• 제77권3호
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• pp.369-381
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• 2021

The seismic responses of elevated tanks considering liquid-structure interaction are presented under horizontal earthquake. The scaled model tank is fabricated to study the dynamic responses of anchored tank and newly designed uplift tank with replaced dampers. The natural frequencies for structural mode are obtained by modal analysis. The dynamic responses of tanks are completed by finite element method, which are compared with the results from experiment. The displacement parallel and perpendicular to the excitation direction are both gained as well as structural acceleration. The strain of tank walls and the axial strain of columns are also obtained afterwards. The seismic responses of liquid storage tank can be calculated by the finite element model effectively and the results match well with the one measured by experiment. The aim is to provide a new type of tank system with vertical constraint relaxed which leads to lower stress level. With the liquid volume increasing, the structural fundamental frequency has a great reduction and the one of uplift tank are even smaller. Compared with anchored tank, the displacement of uplift tank is magnified, the strain for tank walls and columns parallel to excitation direction reduces obviously, while the one perpendicular to earthquake direction increases a lot, but the values are still small. The stress level of new tank seems to be more even due to uplift effect. The new type of tank can realize recoverable function by replacing dampers after earthquake.

• 물과 미래
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• 제26권3호
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• pp.47-61
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• 1993

수정 tank 모형의 입력, 구동, 출력 및 매개변수의 보정을 실시할 수 있는 쉘 프로그램 DSFS를 개발하고, 중소 유역의 일 유출량의 추정에 적용하도록 하였다. 수정 tank 모형은 유역의 일별 증발산 손실을 추정함으로써 유출량을 정의하도록 하였으며, 증발손실량은 배재 증발산량에 토양수분계수 및 토지 이용상태에 따른 월별 작물피복계수를 써서 조정하도록 하였다. 모형의 매개변수를 보정하고, 매개변수와 유역 특성인자와의 관계를 얻었다. 개발된 쉘 프로그램을 미계측유역에 적용하였으며, 일유출량 추정에서 최적화 결과와 유사한 값은 보였으나, 년 유출량은 10% 정도 큰 값은 보였다.

• 한국농공학회지
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• 제33권2호
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• pp.51-60
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• 1991

The main objective of this study is to examine the adaptability for the large watershed of the storage tank model which can be applied for the analysis of both long and short terms runoff developed on the basis of hydrologic data for a smaH mountaineous watershed. The results obtained in this study are summarized as follows ; 1. Areal rainfalls of the Dae Chong watershed were calculated by Thiessen method composed of 9 Thiessen networks. 2. Optimal parameters for two types, Model A and Model B of tank models were derived through calibration procedure by standardized Powell method. 3. Monthly simulated flows of Model B are seemed to be closer to the monthly observed than those of Model A during calibration period in the long terms runoff. 4. Relative errors for the simulated flood flows of Model B were apperaed as lower percentage to the observed than those of Model A during calibration period in the short terms runoff. 5. Daily simulated hydrographs of Model B are seemed to be closer to the daily observed than those of Model A during verification period in the long terms runoff. Significance of Model B was highly acknowledged in comparison with Model A in the correlation analysis between annual observed and annual simulated runoff. 6. Reproducibility of simulated flows for Model B is generally seemed to be better than that of Model A during calibration period in the short terms runoff. 7. It can be concluded that reproducibility of Model B is superior to that of Model A in the long and short terms runoff even a large watershed like the result of the small one. 8. It was verified that adaptability for the large watershed of Model B is superior to that of Model A between the two models which were developed by a small watershed characteristics for both long and short terms runoff. 9. Further study for getting a suitable tank model is desirable to be established by the decision, calibration method of initial parameters of tank model and by additional application of another watershed with different watersheds and meterological characteristics.