• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.146-148
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• 2007

CMDPS (COMS Meteorological Data Processing System) is the operational meteorological products extraction system for data observed from COMS (Communication, Ocean and Meteorological Satellite) meteorological imager. CMDPS baseline products consist of 16 parameters including cloud information, water vapor products, surface information, environmental products and atmospheric motion vector. Additionally, CMDPS includes the function of calibration monitoring, and validation mechanism of the baseline products. The main objective of CMDPS validation module development is near-real time monitoring for the accuracy and reliability of the whole CMDPS products. Also, its long time validation statistics are used for upgrade of CMDPS such as algorithm parameter tuning and retrieval algorithm modification. This paper introduces the preliminary design on CMDPS validation module.

• 한국농공학회논문집
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• 제51권1호
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• pp.1-9
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• 2009

The objective of this paper was to evaluate the auto-calibration with multi-objective optimization method to calibrate the parameters of the Soil and Water Assessment Tool (SWAT) model. The model was calibrated and validated by using nine years (1996-2004) of measured data for the 384-ha Baran reservoir subwatershed located in central Korea. Multi-objective optimization was performed for sixteen parameters related to runoff. The parameters were modified by the replacement or addition of an absolute change. The root mean square error (RMSE), relative mean absolute error (RMAE), Nash-Sutcliffe efficiency index (EI), determination coefficient ($R^2$) were used to evaluate the results of calibration and validation. The statistics of RMSE, RMAE, EI, and $R^2$ were 4.66 mm/day, 0.53 mm/day 0.86, and 0.89 for the calibration period and 3.98 mm/day, 0.51 mm/day, 0.83, and 0.84 for the validation period respectively. The statistical parameters indicated that the model provided a reasonable estimation of the runoff at the study watershed. This result was illustrated with a multi-objective optimization for the flow at an observation site within the Baran reservoir watershed.

• International Journal of Railway
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• 제9권1호
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• pp.1-9
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• 2016

In order to achieve a comprehensive utilization of railway networks, it is necessary to accurately assess the timetable indicators that effect the train operation. This paper describes the parameter calibration for two timetable indicators: scheduled running time and scheduled dwell time. For the scheduled running time, an existing model is employed and the single timetable parameter (percentage of minimum running time) in that model is optimized. For the scheduled dwell time, two intrinsic characteristics: the significance of stations and the average headway at each station are proposed firstly to form a new model, and the corresponding timetable parameters (the weight of the significance and the weight of the average headway) are calibrated subsequently. The Floyd Algorithm is used to obtain the connectivity among stations, which represents the significance of the stations. A case study is conducted in a light rail transportation system with 17 underground stations. The results of this research show that the optimal value of the scheduled running time parameter can be automatically determined, and the proposed model for the scheduled dwell time works well with a high coefficient of determination and low relative root mean square error through the leave-one-out validation.

• 대한토목학회논문집
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• 제33권3호
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• pp.1131-1142
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• 2013

본 연구에서는 대구광역시의 달구벌대로의 일부 단로부를 대상으로 신호교차로에서의 차두시간 특성과 교통량, 속도 및 통행시간 특성에 대한 관측 자료를 기반으로 시뮬레이션을 위한 calibration과 검증과정을 통해 TRANSIMS의 단속류에서의 적용 가능성을 살펴보는 것을 목적으로 한다. 특히, 차두시간의 특성과 우리 실정에 맞는 파라미터의 선정 및 ID 추적 등을 통해 Calibration 과정을 거쳤으며 이렇게 수정된 파라미터를 기반으로 구현된 가로구간의 차로별 교통량, 속도 및 구간 통행시간 등의 특성은 무난하게 우리 실정에 맞게 묘사할 수 있는 것으로 나타났다. 특히 셀의 크기에 따른 교통류 특성 분석에서 기존 연구의 성과를 뒷받침 할 수 있는 결과도 얻을 수 있었다. 그러나 본 연구에서 대상으로 일부 구간만으로 TRANSIMS의 국내 적용가능성을 단정하기에는 무리가 있으며, 다양한 차로 특성, 신호 특성 및 연도 토지이용 특성 등을 고려한 시뮬레이션을 통해 객관적인 분석과 파라미터의 Calibration 과정 및 검증에 대한 향후 연구가 필요할 것으로 판단된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2017년도 학술발표회
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• pp.428-428
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• 2017

In this study, three optimization techniques efficiency is assessed for calibration of the GR4J model for streamflow simulation in Selmacheon, Boryeong Dam and Kyeongancheon watersheds located in South Korea. The Penman-Monteith equation is applied to estimate the potential evapotranspiration, model calibration, and validation is carried out using the readily available daily hydro-meteorological data. The Shuffled Complex Evolution-University of Arizona(SCE-UA), Uniform Adaptive Monte Carlo (UAMC), and Coupled Latin Hypercube and Rosenbrock (CLHR) optimization techniques has been used to evaluate the robustness, performance and optimized parameters of the three catchments. The result of the three algorithms performances and optimized parameters are within the recommended ranges in the tested watersheds. The SCE-UA and CLHR outputs are found to be similar both in efficiency and model parameters. However, the UAMC algorithms performances differently in the three tested watersheds.

• 한국식품저장유통학회지
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• 제6권1호
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• pp.29-36
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• 1999

Using Fuji apple fruits cultivated in Kyungpook prefecture, the calibration model for firmness evaluation of fruits by near infrared(NIR) reflectance spectroscopy was developed, and the various influence factors such as instrument variety, measuring method, sample group, apple peel and selection of firmness point were investigated. Spectra of sample were recorded in wavelength range of 1100∼2500nm using NIR spectrometer (InfraAlyzer 500), and data were analyzed by stepwise multiple linear regression of IDAS program. The accuracy of calibration model was the highest when using sample group with wide range, and the firmness mean values obtained in graph by texture analyser(TA) were used as standard data. Chemometrics models were developed using a calibration set of 324 samples and an independent validation set of 216 samples to evaluate the predictive ability of the models. The correlation coefficients and standard error of prediction were 0.84 and 0.094kg, respectively. Using developed calibration model, it was possible to monitor the firmness change of fruits during storage frequently. Time, which was reached to firmness high value in graph by TA, is possible to use as new parameter for freshness of fruit surface during storage.

• 대한환경공학회지
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• 제22권4호
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• pp.785-796
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• 2000

본 연구에서는 터널 오염도 예측과 환기시설 설계에 사용되는 TUNVEN 모형의 적용성을 검토하기 위하여, 부산시 남구 대연동 소재 황령산 터널을 대상으로 하여 TUNVEN의 주요 입력자료에 해당되는 터널내 오염농도(CO, $NO_x$), 풍속, 용도, 상대습도 동을 실측하였다. 그리고 그 실측 결과를 토대로 TUNVEN 모형의 검증(validation) 및 보정(calibration) 을 행하였다. 또 검정 및 보정 결과를 분석하여 향후 우리나라에서 터널내의 오염도 예측 및 적정 환기시설 설계시 TUNVEN 모형의 적용가능성에 대해 평가하였다. 본 연구에 의해 얻어진 주요 결론은 다음과 같다. 총 4차에 걸쳐 터널 길이방향에 대한 CO 및 $NO_x$ 농도의 실측치와 모형치를 이용하여 단순회귀분석을 행한 결과, CO 및 $NO_x$에 대한 상관계수가 모두 0.91 이상, 기울기 및 절편이 0.5~2.2, 0.01~2.3의 값을 나타내었다. 그리고 터널 길이방향으로 진행할수록 CO와 $NO_x$의 실측치 및 모형치가 같이 증가되는 동일한 경향을 보이고 있는 점을 고려할 때 터널 오염도 예측에 있어서 TUNVEN 모형의 적용가능성은 매우 높은 것으로 나타났다.

• 한국수자원학회논문집
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• 제53권1호
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• pp.45-56
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• 2020

본 연구는 SWAT-CUP을 이용한 SWAT 모형 매개변수 보정을 수행할 때, 목적함수로 인해 발생할 수 있는 불확실성을 정량화하는 것을 목표로 수행되었다. 먼저 낙동강 권역의 내성천 유역을 대상으로 유출량 산정을 위한 SWAT 모형을 구축한 후, SWAT-CUP을 이용하여 8개 목적함수(R², bR², NS, MNS, KGE, PBIAS, RSR 및 SSQR)를 기준으로 자동 보정을 수행하였다. 최종 매개변수는 목적함수에 따라 서로 다른 범위를 나타내었으며, 모의 결과의 수문특성 또한 상이하게 도출되는 것을 확인하였다. 이것은 각각의 목적함수가 특정 수문특성에 대하여 민감하게 반응하여 서로 다른 모의 성능을 평가하기 때문이다. 즉, 특정 목적함수는 극치값의 잔차에 대해 민감하게 반응하여 첨두값을 잘 모의하는 반면, 저유량 또는 평균유량에 대한 모의 성능이 떨어질 수 있다. 따라서 본 연구에서는 최적 목적함수를 선정하기 위해 8개의 목적함수에 따라 산정된 모의값과 관측값 사이의 수문학적 유사성을 평가하였다. 단순히 유량의 크기 비교 뿐 아니라 유량의 발생 시기, 유역의 반응 및 증가·감소 경향성을 함께 고려하기 위해 수문곡선의 증수부 및 감수부 유지시간 비율을 수문특성으로 정의하여 SWAT 모형을 평가하였으며, 평가 결과를 점수로 정량화하여 나타냈다. 그 결과 최종적으로 SWAT 매개변수 보정을 위한 최적 목적함수는 총점이 높은 MNS (342.48) 및 SSQR (346.45)로 선정되었다.

• 한국농공학회논문집
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• 제56권4호
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• pp.9-19
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• 2014

The objective of this study was to evaluate of the Tank model in simulating runoff discharge from rural watershed in comparison to the SWAT (Soil and Water Assessment Tool) model. The model parameters of SWAT was calibrated by the shuffled complex evolution-university Arizona (SCE-UA) method while Tank model was calibrated by genetic algorithm (GA) and validated. Four dam watersheds were selected as the study areas. Hydrological data of the Water Management Information System (WAMIS) and geological data were used as an input data for the model simulation. Runoff data were used for the model calibration and validation. The determination coefficient ($R^2$), root mean square error (RMSE), Nash-Sutcliffe efficiency index (NSE) were used to evaluate the model performances. The result indicated that both SWAT model and Tank model simulated runoff reasonably during calibration and validation period. For annual runoff, the Tank model tended to overestimate, especially for small runoff (< 0.2 mm) whereas SWAT model underestimate runoff as compared to observed data. The statistics indicated that the Tank model simulated runoff more accurately than the SWAT model. Therefore the Tank model could be a good tool for runoff simulation considering its ease of use.

• 한국물환경학회지
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• 제34권3호
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• pp.328-338
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• 2018

The objective of this study was to evaluate the applicability of a HSPF (Hydrological Simulation Program-Fortran) model for runoff estimation in the Namgang dam watershed. Spatial data, such as watershed, stream, land use, and a digital elevation map, were used as input for the HSPF model, which was calibrated and validated using observed runoff data from 2004 to 2015 for three stations (Sancheong, Shinan, Changchon) in the study watershed. Parameters for runoff calibration were selected based on the user's manual and references, and parameter calibration was done by trial and error. The $R^2$ (determination coefficient), RMSE (root-mean-square error), NSE (Nash-Sutcliffe efficiency coefficient), and RMAE (relative mean absolute error) were used to evaluate the model's performance. Calibration and validation results showed that annual mean runoff was within a ${\pm}5%$ error in Sancheong and Shinan, whereas there was a14% error in Changchon. The model performance criteria for calibration and validation showed that $R^2$ ranged from 0.80 to 0.92, RMSE was 2.33 to 2.39 mm/day, NSE was 0.71 to 0.85, and RMAE was 0.37 to 0.57 mm/day for daily runoff. Visual inspection showed that the simulated daily flow, monthly flow, and flow exceedance graph agreed well with observations for the Sancheong and Shinan stations, whereas the simulated flow was higher than observed at the Changchon station.