• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.20 no.3
• /
• pp.303-311
• /
• 2002

Recently, the research that analyze topography parameters that need in hydrology analysis using GIS techniques is achieved. DEM that is used in topography analysis can be constructed effectively using contour data of digital map. Therefore, DEM's applicability is increasing gradually in several fields. In this study, DEM of 20∼l00m grid size was applied PYONGCHANG river and JUBANG river basin to analyze what effect DEM grid size causes about slope and drainage watershed at topography parameter extraction. This study drew a regression equation about slope change by DEM grid size. As a result, according as DEM grid size increases, slope decreases, and basin area could know that is not change almost.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.16 no.1
• /
• pp.67-74
• /
• 1998

This paper performed terrain analysis using DTM(digital terrain model) with TIN/ GRID structure on PC environment. Contour layer from 1:5,000 scale map was used to produce DTM. DTHs were produced with and without considering breakline for each data structure. Processing time, file size, mean elevation and standard variation were analyzed for each DTM. slope map, aspect map were analyzed for grid structure with consideration of TEX>$5\times{5m},\;l0\times{10m},\;15\times{15m},\;l0\times{30m},\;45\times{45m},\;60\times{60m}$ cell size respectively. The results suggest following; The incorporation of breakline does improve mapping accuracy for highly disturbed landscape, Mean elevation doesn't increase as the grid size increases, while processing time, storage room is significantly lessened. Thus, the optimal grid size must be determined in advance for efficient application. slope decreases, while aspect increases as grid size is increasing.

• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2004.11a
• /
• pp.50-53
• /
• 2004

하천 분기특성을 이용한 유출해석모형에서 최소하천의 크기는 매우 민감한 영향을 미치게 되므로 본 연구에서는 금호강 중류의 금호수위표지점 상류 유역을 대상으로 하여 DEM 격자크기와 최소차 하천의 임계면적에 따른 지형매개변수의 변화특성을 검토하였다. 분석에서는 유역내의 1:25,000 수치지형도를 $10\times10,\;30\times30,\;50\times50m$ 격자망으로 구성하여 하천차수별 개수, 유로연장, 면적, 만곡도, 배수밀도 및 유로연장 등을 대상으로 하였다.

• Journal of the Korean GEO-environmental Society
• /
• v.16 no.3
• /
• pp.49-55
• /
• 2015

The rainfall pattern, rainfall intensity as well as topographical conditions used for the analysis of debris flow affect, in general, the magnitude of debris flow and flow velocity, when debris flow occurs. The consideration of topographical conditions implies that the topography is equally divided into grids and the slope of inside the grid is computed as an average, leading to, in turn, obtain the closer results to the reality as the grid is smaller in the case of the severely bended topography. Although the size of grid should be as small as possible so as for more accurate analysis of debris flow, the analysis of debris flow has been so far conducted by using sparsely divided grids due to the limitation of analysis algorithm, computational ability and running time. So, it is necessary to suggest an appropriate grid size for the practical approaches. Therefore, this study presents the evaluation of the effect of the size of a grid on the debris flow besides the factors which referred to the previous studies such as accumulated rainfall, rainfall intensity and rainfall duration time. From this, it enables to suggest a rational and practical grid size for topography to be divided.

• Progress in Medical Physics
• /
• v.22 no.2
• /
• pp.61-66
• /
• 2011

In this study, we evaluated the effect of grid size on dose calculation accuracy using 2 head & neck and 2 prostate IMRT cases and based on this study's findings, we also evaluated the efficiency of a 2D diode array detector for IMRT quality assurance. Dose distributions of four IMRT plan data were calculated at four calculation grid sizes (1.25, 2.5, 5, and 10 mm) and the calculated dose distributions were compared with measured dose distributions using 2D diode array detector. Although there was no obvious difference in pass rate of gamma analysis with 3 mm/3% acceptance criteria for the others except 10 mm grid size, we found that the pass rates of 2.5, 5 and 10 mm grid size were decreased 5%, 20% and 31.53% respectively according to the application of the fine acceptance criteria, 3 mm/3%, 2 mm/2% and 1 mm/1%. The calculation time were about 11.5 min, 4.77 min, 2.95 min, and 11.5 min at 1.25, 2.5, 5, and 10 mm, respectively and as the grid size increased to double, the calculation time decreased about one-half. The grid size effect was observed more clearly in the high gradient area than the low gradient area. In conclusion, 2.5 mm grid size is considered acceptable for most IMRT plans but at least in the high gradient area, 1.25 mm grid size is required to accurately predict the dose distribution. These results are exactly same as the precious studies' results and theory. So we confirmed that 2D array diode detector was suitable for the IMRT QA.

• Journal of Environmental Science International
• /
• v.16 no.4
• /
• pp.523-532
• /
• 2007

This study utilized the 1/25,000 topographic map of the upper area from the Geum-ho watermark located at the middle of Geum-ho river from the National Geographic Information Institute. For the analysis, first, the influence of the size of critical area to the hydro topographic factors was examined changing grid size to $10m{\times}10m,\;30m{\times}30m\;and\;50m{\times}50m$, and the critical area for the formation of a river to $0.01km^2{\sim}0.50km^2$. It is known from the examination result of watershed morphology according to the grid size that the smaller grid size, the better resolution and accuracy. And it is found, from the analysis result of the degree of the river according to the minimum critical area for each grid size, that the grid size does not affect on the degree of the river, and the number of rivers with 2nd and higher degree does not show remarkable difference while there is big difference in the number of 1st degree rivers. From the results above, it is thought that the critical area of $0.15km^2{\sim}0.20km^2$ is appropriate for formation of a river being irrelevant to the grid size in extraction of hydro topographic parameters that are used in the runoff analysis model using topographic maps. Therefore, the GIUH model applied analysis results by use of the river level difference law proposed in this study for the explanation on the outflow response-changing characters according to the decision of a critical value of a minimum level difference river, showed that, since an ogival occurrence time and an ogival flow volume are very significant in a flood occurrence in case of not undertow facilities, the researcher could obtain a good result for the forecast of river outflow when considering a convenient application of the model and an easy acquisition of data, so it's judged that this model is proper as an algorism for the decision of a critical value of a river basin.

• Proceedings of the Korean Vacuum Society Conference
• /
• 1999.07a
• /
• pp.95-95
• /
• 1999

격자부정합한 반도체 양자점은 광전소자 분야의 활용가능성으로 인하여 많은 연구가 진행되고 있다. 특히 반도체 레이저 분야에서는 양자우물 레이저에 비하여 낮은 문턱전류 밀도, 높은 이득, 높은 양자효율, 그리고 극한 물성 등의 장점을 가지고 있다. 격자부정합한 구조로 양자점을 형성시키는 대표적인 물질이 InAs이다. InAs(격자상수 6.058 $\AA$)는 GaAs(격자상수 5.653 $\AA$)와 약 7%의 격자부정합을 가지고 잇기 때문에 GaAs 기판위에서 Stranski-Krastanov-like한 성장모드를 가지게 되고, 그로 인하여 자연적으로 양자점이 형성되게 된다. 3차원적으로 양자화된 특성을 가지는 InAs 양자점은 기저준위의 실온연속발진이 보고 되고 있으나 그 특성은 이론적으로 예측한 것과는 많이 다른 양상을 보이고 있다. 이것의 주된 원인으로는 양자점 크기 및 조성의 균일화, 그리고 양자점 크기 및 밀도의 최적호가 아직까지 이루어지고 있지 못하기 때문이다. 따라서 정밀하게 양자점을 제어하는 기술이 매우 중요하다. 이에 본 연구에서는 분자선 에피택시(MBE)방법으로 GaAs(100) 기판위에 InAs 양자점을 크기에 따라 형성시키고, 양자점의 성장 형상을 AFM으로, 그리고 분광학적 특성을 Photoluminescence로 측정하였다.

• Journal of Korea Water Resources Association
• /
• v.36 no.5
• /
• pp.799-810
• /
• 2003

Hydrologic models generally require land surface analysis to different topographic parameters defined as direct or indirect input variables to the model. Specially GIS supply the these parameters from digital data set of land surface The sensitivity analysis to DEM(Digital Elevation Model) resolution and the threshold area are of GIS extracted digital data set applied GIUH(Geomorphological Instantaneous Unit Hydrograph)model is investigated. Also it is compared the responses of GIUH model as input data of stream networks from digital data set(blue line) of NGIS and those extracted from DEM of various grid sizes. The results shows that the GIUH model is significantly affected by the DEM resolution and threshold area. According to the results, DEM grid size is suitable from 25m to 50m. Also threshold area is in the range of 30%∼50% for exceedance probability.

• Journal of the Korean Society of Marine Environment & Safety
• /
• v.23 no.1
• /
• pp.112-121
• /
• 2017

Large eddy simulations of transitional flows around a stud installed on a flat plate have been performed to investigate an influence of grid resolution on turbulence stimulation by the stud. Because streamwise vortical structures generated by the stud played an important role in turbulence stimulation of boundary layer, streamwise vorticity was compared in the wake region behind the stud when the number of grids increased or decreased by a ratio of ${\sqrt{2}}$ in streamwise, wall-normal and spanwise directions respectively. The streamwise vorticity was shown to be mainly affected by spanwise grid resolution (${\Delta}z^+$) rather than streamwise and wall-normal grid resolution. In a viewpoint of numerical efficiency as well as physical resolution, ${\Delta}x^+{_{min}}=7.6$, ${\Delta}x^+{_{max}}=41$, ${\Delta}y^+{_{wall}}=0.25$ and ${\Delta}z^+=7.6$ was found to be desirable. Once a grid resolution was determined in each direction, a grid verification was carried out by increasing or decreasing the grid resolution y a ratio of ${\sqrt{2}}$ in all directions. The grid uncertainties of pressure and drag coefficients were 21.6 % and 2.8 % while the corrected uncertainties were 2 % and 0.3 %, respectively.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2005.05b
• /
• pp.1169-1173
• /
• 2005

자연현상의 강우와 유출관계를 규명하는 일은 상당히 복잡하고 어려우며 대부분의 하천이 충분한 수문정보가 부족하기 때문에 수문학적인 문제의 해결을 위한 보다 정확하고 신속한 방법이 필요하다. 지리정보시스템 (Geographical Information Systems; GIS)은 강우-유출 등 수문학적 모델링에 있어서 많은 새로운 방법을 연구할 수 있다. 우리나라 소하천 유역은 아직 수위나 유량 관측이 행해지지 않은 미계측유역이 있어 홍수시 정확한 유출량 추정이 어려운 실정이다. 이에 본 연구에서는 GIS와 WMS를 이용하여 지형특성인자값을 산정하고, 유역특성인자들을 IHP 대표유역인 설마천 유역에 적용하여 DEM 격자크기별 지형특성인자값을 비교하고, HEC-HMS 수문모형을 이용하여 유출수문곡선을 모의하고 이 결과와 실제 수문곡선과의 비교를 통하여 설마천 유역의 적정한 DEM 격자크기를 결정해 보고자 한다.