• 제목/요약/키워드: cross section data analysis

검색결과 369건 처리시간 0.03초

Neutron Cross Section Evaluation on Dy Isotopes

  • Lee, Y. D.;J. H. Chang
    • Nuclear Engineering and Technology
    • /
    • 제34권2호
    • /
    • pp.154-164
    • /
    • 2002
  • Neutron cross section data on Dy-160, Dy-161, Dy-162, Dy-163 and Dy-164 were calculated and evaluated in the energy range of 1 keV to 20 MeV using a spherical optical model, statistical model and pre-equilibrium model. The energy dependent optical model potential parameters were obtained based on the recent experimental data. The width fluctuation correction in Hauser-Feshbach particle decay and the quantum mechanical approach in pre-equilibrium analysis were introduced and gave a better cross section calculation in EMPIRE-II. The total, elastic scattering and threshold reaction cross sections were evaluated and compared with the evaluated files. The model calculated (n, tot), (n, ${\gamma}$) and (n, p) cross sections were in good agreement with the experimental data in the measured energy range. The results will be applied to ENDF/B-VI for data improvement.

ArcView와 실측단면을 이용한 등간격 하도단면 및 유한요소망 구축 (Establishment of Equi-Distance River Cross Section and Finite Element Mesh Using ArcView and Observed Cross Section)

  • 최승용;한건연
    • 한국지리정보학회지
    • /
    • 제12권4호
    • /
    • pp.95-112
    • /
    • 2009
  • 하천의 흐름해석 분야에서 모형이 요구하는 입력자료 중 하천단면은 매우 중요한 요소이다. 수치모형을 이용해서 자연하천의 2차원 흐름을 모의하고자 할 때 정확한 계산치를 얻기 위해서는 실제 하천단면의 하상을 정확하게 반영하여야 한다. 그러나 하천단면의 하상을 실제 상태의 모습 그대로 반영하는 것은 거의 불가능하다. 본 연구에서는 현재 실무에서 사용하는 하천측량 자료인 HEC단면과 ArcView를 연계하여 등간격 하도단면을 생성하고 유한요소망을 구축하는 방법을 제안하였다. 연구 대상지역은 한강 본류 구간과 낙동강 본류 구간을 선정하였고 등간격 하도단면 구축결과 실측 단면자료와 잘 일치함을 확인할 수 있었다. 또한 본 연구에서 제안한 등간격 하도단면을 이용하면 2차원 흐름해석 및 수질해석을 위한 양질의 유한요소망을 구축하여 유한요소해석 등에 유용하게 사용될 수 있을 것이다.

  • PDF

McCARD/MIG stochastic sampling calculations for nuclear cross section sensitivity and uncertainty analysis

  • Ho Jin Park
    • Nuclear Engineering and Technology
    • /
    • 제54권11호
    • /
    • pp.4272-4279
    • /
    • 2022
  • In this study, a cross section stochastic sampling (S.S.) capability is implemented into both the McCARD continuous energy Monte Carlo code and MIG multiple-correlated data sampling code. The ENDF/B-VII.1 covariance data based 30 group cross section sets and the SCALE6 covariance data based 44 group cross section sets are sampled by the MIG code. Through various uncertainty quantification (UQ) benchmark calculations, the McCARD/MIG results are verified to be consistent with the McCARD stand-alone sensitivity/uncertainty (S/U) results and the XSUSA S.S. results. UQ analyses for Three Mile Island Unit 1, Peach Bottom Unit 2, and Kozloduy-6 fuel pin problems are conducted to provide the uncertainties of keff and microscopic and macroscopic cross sections by the McCARD/MIG code system. Moreover, the SNU S/U formulations for uncertainty propagation in a MC depletion analysis are validated through a comparison with the McCARD/MIG S.S. results for the UAM Exercise I-1b burnup benchmark. It is therefore concluded that the SNU formulation based on the S/U method has the capability to accurately estimate the uncertainty propagation in a MC depletion analysis.

Review of the Current Status of the U-238, NP-237 and Th-232 Fission Cross Sections

  • Bak, H.I.;Lorenz, A.
    • Nuclear Engineering and Technology
    • /
    • 제3권2호
    • /
    • pp.77-97
    • /
    • 1971
  • 1970년 말까지 보고된 U-238, Np-237 및 Th-232의 고속중성자에 대한 핵분열단 면적 및 그 실험오차를 조사 분석하여 최소자숭직교다항식적합법에 의하여 단면적의 최적치와 95%신뢰도에 대응하는 오차범위를 계산하고 이 결과를 사용하여 분열스펙트럼에 대한 평균단면적치를 추정하였다.

  • PDF

홍수위 해석을 위한 미측정 하천 단면 추정 (Estimating Ungauged River Section for Flood Stage Analysis)

  • 신샛별;강문성;전상민;송정헌;김계웅;류정훈;박지훈;이도길;이경도
    • 한국농공학회논문집
    • /
    • 제58권5호
    • /
    • pp.11-18
    • /
    • 2016
  • The objective of this study was to develop the simple method to estimate ungauged river section for flood stage analysis. Damage prediction should be prioritized using hydrological modeling to reduce flood risk. Mostly, the geographical data using hydrological modeling depends on national river cross-section survey. However because of the lack of measured data, it is difficult to apply to many local streams or small watersheds. For this reason, this study suggest the method to estimate unguaged river cross-section. Simple regression equations were derived and used to estimate river cross-section by analyzing the correlation between the river cross-sectional characteristics (width, height and area). The estimated cross-sections were used to simulate flood level by HEC-RAS (Hydrologic Engineering Center's River Analysis System). The applicability of this method was verified by comparing simulated flood level between measured and estimated cross-section. The water surface elevation of the flood stage analysis was 6.56-7.24 m, 5.33-5.95 m and 6.12-6.75 m for measured cross section, for estimated cross section and for estimated cross section based on DEM elevation, respectively. Further study should consider other factors for more accurate flood stage analysis. This study might be used one of the guidelines to estimate ungauged river section for flood stage analysis.

의료비 결정요인 분석을 위한 계량적 모형 고안 (A Quantitative Model for the Projection of Health Expenditure)

  • 김한중;이영두;남정모
    • Journal of Preventive Medicine and Public Health
    • /
    • 제24권1호
    • /
    • pp.29-36
    • /
    • 1991
  • A multiple regression analysis using ordinary least square (OLS) is frequently used for the projection of health expenditure as well as for the identification of factors affecting health care costs. Data for the analysis often have mixed characteristics of time series and cross section. Parameters as a result of OLS estimation, in this case, are no longer the best linear unbiased estimators (BLUE) because the data do not satisfy basic assumptions of regression analysis. The study theoretically examined statistical problems induced when OLS estimation was applied with the time series cross section data. Then both the OLS regression and time series cross section regression (TSCS regression) were applied to the same empirical da. Finally, the difference in parameters between the two estimations were explained through residual analysis.

  • PDF

Partial Photoionization Cross Section of Collinear eZe Helium: Numerical Confirmation of Semiclassical Predictions

  • Lee, Min-Ho;Choi, Nark Nyul
    • Journal of the Korean Physical Society
    • /
    • 제73권10호
    • /
    • pp.1486-1494
    • /
    • 2018
  • Based on the semiclassical theory of chaotic scattering, Tanner et al. [J. Phys. B 40, F157 (2007)] proposed the fluctuation in the partial photoionization cross section of helium below the double-ionization threshold would show the same characteristics as in the total cross section, predicting that the Fourier spectrum of the fluctuation reveals peaks at the classical actions of closed triple collision orbits and the amplitude of the fluctuation decreases algebraically as the energy approaches the double-ionization threshold. In that paper, however, the predictions were not clearly confirmed due to the lack of experimental data with sufficient accuracy. So instead, we calculate the partial photoionization cross sections of collinear eZe helium for the energy range from the single-ionization threshold $I_{20}$ to $I_{32}$ in order to numerically confirm the predictions. Analysis of the fluctuation in the partial cross section shows that the predictions are indeed valid. Our findings mean that the fluctuation in the partial photoionization cross section can be described by classical triple collision orbits in the semiclassical limit. Thus it explains in a natural way the mirroring and mimicking structures observed in cross section signals for different ionization channels.

Computational simulation of intelligent big data analysis under nanotube rotation

  • Lunan Li;Allam Maalla
    • Advances in nano research
    • /
    • 제14권1호
    • /
    • pp.67-80
    • /
    • 2023
  • Economic investigation is one of the main issues regarding the design and production of small-scale structures. This paper concerns the creation, implementation, and economic aspects of the cross-section profile of small-scale structures regarding the dynamic response of the free and forced vibration behavior of spinning nanoscale beams based on big data analysis. According to the financial analysis, the three practical non-uniform functions of cross-sections are compared to the uniform beam in the same weight and the equal material used. The previous studies reported that the uniform beams are more stable and contain a better frequency response based on the mechanical analysis. Still, concerning the economic investigation, which means the considered structures should have equal length and have the same weight in the aspect of material used, the conclusion can be different from the mechanical aspect. Consequently, in the current paper, the dynamic response along with computer technology as well as the big data analysis of the free and forced vibration of the nanobeam regarding the economic shape of the cross-section is scrutinized.

무인기 지원 RGB 영상과 다중선형회귀분석을 이용한 하천 수심 추정 (Estimation of river water depth using UAV-assisted RGB imagery and multiple linear regression analysis)

  • 문현태;이정환;육지문;문영일
    • 한국수자원학회논문집
    • /
    • 제53권12호
    • /
    • pp.1059-1070
    • /
    • 2020
  • 하천단면 계측자료는 하천관리를 위한 유량산정 및 홍수 예·경보 방안 등 수리·수문 모델링 관련 연구에서 가장 중요한 입력자료 중 하나이다. 그러나 불규칙한 기하학적 구조로 이어지는 하천의 정확하고 연속적인 단면자료의 취득은 시간과 비용적 측면에서 큰 제약이 따른다. 이러한 관점에서 본 연구의 목적은 연속적인 하천특성의 공간분포를 시간과 비용, 인력의 투입을 최소화하여 계측할 수 있는 방법론을 개발하는 것이다. 따라서 RGB기반 항공 이미지와 실측 자료를 이용한 다중 선형 회귀 분석을 통해 각 단면별로 수심을 추정하고 연속적인 단면 추정 가능성과 정확도를 검토하고자 하였다. 실측 자료와 비교검증을 통해 공간적으로 이질적인 관계를 포착할 수 있는 수심 약 2 m 내외에서 수심을 정확하게 추정할 수 있음을 확인하였으며 이를 통해 정확하고 연속적인 하천 단면 취득에 기여할 수 있을 것으로 기대한다.

댐 건설이 하류하천 하상에 미치는 영향 분석 (Influence Analysis for Natural River Bed with Dam Construction)

  • 추태호;채수권
    • 한국습지학회지
    • /
    • 제14권4호
    • /
    • pp.715-723
    • /
    • 2012
  • 낙동강의 지류인 내성천의 회룡포는 섬 안의 섬으로 불리는 모래 백사장을 가지고 있는 매우 잘 알려진 관광명소이다. 그러나 상류 지역 댐의 건설이 계획되었다. 따라서 상류로 부터의 유사 유입이 차단되게 되었다. 이러한 상황에서 내성천의 지류로부터 유입되는 유사량 등을 통하여 회룡포의 모래 백사장에 미치는 영향을 1차원 및 2차원 모형을 사용하여 분석하였다. 유량-유사량은 댐의 유지유량과 지류에서 들어오는 유사량의 유역면적비에 의해서 산정된 값을 입력 자료로 활용 하였다. 1차원 모형은 HEC-6 모형을 사용하였고 2차원 모형은 SMS의 SED2D 모형을 사용하여 분석하였다. HEC-6 모형은 10년 전 하상에 데이터를 넣어 현재 하상과 가장 일치하는 공식인 Yang공식을 선정하여 현재 하상으로부터 20년 후를 모의하였다. SED-2D 모형은 현재 하상을 기준으로 20년 후를 모의하였고 두 모형 분석 결과 회룡포 구간에서는 동일한 양상이 나타나는 것으로 확인되었다.