• 대한교통학회:학술대회논문집
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• 대한교통학회 1995년도 제27회 학술발표회
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• pp.101-113
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• 1995

The objective of this research is to test the feasibility of developing a statewide truck traffic forecasting methodology for Wisconsin by using Origin-Destination surveys, traffic counts, classification counts, and other data that are routinely collected by the Wisconsin Department of Transportation (WisDOT). Development of a feasible model will permit estimation of future truck traffic for every major link in the network. This will provide the basis for improved estimation of future pavement deterioration. Pavement damage rises exponentially as axle weight increases, and trucks are responsible for most of the traffic-induced damage to pavement. Consequently, forecasts of truck traffic are critical to pavement management systems. The pavement Management Decision Supporting System (PMDSS) prepared by WisDOT in May 1990 combines pavement inventory and performance data with a knowledge base consisting of rules for evaluation, problem identification and rehabilitation recommendation. Without a r.easonable truck traffic forecasting methodology, PMDSS is not able to project pavement performance trends in order to make assessment and recommendations in the future years. However, none of WisDOT's existing forecasting methodologies has been designed specifically for predicting truck movements on a statewide highway network. For this research, the Origin-Destination survey data avaiiable from WisDOT, including two stateline areas, one county, and five cities, are analyzed and the zone-to'||'&'||'not;zone truck trip tables are developed. The resulting Origin-Destination Trip Length Frequency (00 TLF) distributions by trip type are applied to the Gravity Model (GM) for comparison with comparable TLFs from the GM. The gravity model is calibrated to obtain friction factor curves for the three trip types, Internal-Internal (I-I), Internal-External (I-E), and External-External (E-E). ~oth "macro-scale" calibration and "micro-scale" calibration are performed. The comparison of the statewide GM TLF with the 00 TLF for the macro-scale calibration does not provide suitable results because the available 00 survey data do not represent an unbiased sample of statewide truck trips. For the "micro-scale" calibration, "partial" GM trip tables that correspond to the 00 survey trip tables are extracted from the full statewide GM trip table. These "partial" GM trip tables are then merged and a partial GM TLF is created. The GM friction factor curves are adjusted until the partial GM TLF matches the 00 TLF. Three friction factor curves, one for each trip type, resulting from the micro-scale calibration produce a reasonable GM truck trip model. A key methodological issue for GM. calibration involves the use of multiple friction factor curves versus a single friction factor curve for each trip type in order to estimate truck trips with reasonable accuracy. A single friction factor curve for each of the three trip types was found to reproduce the 00 TLFs from the calibration data base. Given the very limited trip generation data available for this research, additional refinement of the gravity model using multiple mction factor curves for each trip type was not warranted. In the traditional urban transportation planning studies, the zonal trip productions and attractions and region-wide OD TLFs are available. However, for this research, the information available for the development .of the GM model is limited to Ground Counts (GC) and a limited set ofOD TLFs. The GM is calibrated using the limited OD data, but the OD data are not adequate to obtain good estimates of truck trip productions and attractions .. Consequently, zonal productions and attractions are estimated using zonal population as a first approximation. Then, Selected Link based (SELINK) analyses are used to adjust the productions and attractions and possibly recalibrate the GM. The SELINK adjustment process involves identifying the origins and destinations of all truck trips that are assigned to a specified "selected link" as the result of a standard traffic assignment. A link adjustment factor is computed as the ratio of the actual volume for the link (ground count) to the total assigned volume. This link adjustment factor is then applied to all of the origin and destination zones of the trips using that "selected link". Selected link based analyses are conducted by using both 16 selected links and 32 selected links. The result of SELINK analysis by u~ing 32 selected links provides the least %RMSE in the screenline volume analysis. In addition, the stability of the GM truck estimating model is preserved by using 32 selected links with three SELINK adjustments, that is, the GM remains calibrated despite substantial changes in the input productions and attractions. The coverage of zones provided by 32 selected links is satisfactory. Increasing the number of repetitions beyond four is not reasonable because the stability of GM model in reproducing the OD TLF reaches its limits. The total volume of truck traffic captured by 32 selected links is 107% of total trip productions. But more importantly, ~ELINK adjustment factors for all of the zones can be computed. Evaluation of the travel demand model resulting from the SELINK adjustments is conducted by using screenline volume analysis, functional class and route specific volume analysis, area specific volume analysis, production and attraction analysis, and Vehicle Miles of Travel (VMT) analysis. Screenline volume analysis by using four screenlines with 28 check points are used for evaluation of the adequacy of the overall model. The total trucks crossing the screenlines are compared to the ground count totals. L V/GC ratios of 0.958 by using 32 selected links and 1.001 by using 16 selected links are obtained. The %RM:SE for the four screenlines is inversely proportional to the average ground count totals by screenline .. The magnitude of %RM:SE for the four screenlines resulting from the fourth and last GM run by using 32 and 16 selected links is 22% and 31 % respectively. These results are similar to the overall %RMSE achieved for the 32 and 16 selected links themselves of 19% and 33% respectively. This implies that the SELINICanalysis results are reasonable for all sections of the state.Functional class and route specific volume analysis is possible by using the available 154 classification count check points. The truck traffic crossing the Interstate highways (ISH) with 37 check points, the US highways (USH) with 50 check points, and the State highways (STH) with 67 check points is compared to the actual ground count totals. The magnitude of the overall link volume to ground count ratio by route does not provide any specific pattern of over or underestimate. However, the %R11SE for the ISH shows the least value while that for the STH shows the largest value. This pattern is consistent with the screenline analysis and the overall relationship between %RMSE and ground count volume groups. Area specific volume analysis provides another broad statewide measure of the performance of the overall model. The truck traffic in the North area with 26 check points, the West area with 36 check points, the East area with 29 check points, and the South area with 64 check points are compared to the actual ground count totals. The four areas show similar results. No specific patterns in the L V/GC ratio by area are found. In addition, the %RMSE is computed for each of the four areas. The %RMSEs for the North, West, East, and South areas are 92%, 49%, 27%, and 35% respectively, whereas, the average ground counts are 481, 1383, 1532, and 3154 respectively. As for the screenline and volume range analyses, the %RMSE is inversely related to average link volume. 'The SELINK adjustments of productions and attractions resulted in a very substantial reduction in the total in-state zonal productions and attractions. The initial in-state zonal trip generation model can now be revised with a new trip production's trip rate (total adjusted productions/total population) and a new trip attraction's trip rate. Revised zonal production and attraction adjustment factors can then be developed that only reflect the impact of the SELINK adjustments that cause mcreases or , decreases from the revised zonal estimate of productions and attractions. Analysis of the revised production adjustment factors is conducted by plotting the factors on the state map. The east area of the state including the counties of Brown, Outagamie, Shawano, Wmnebago, Fond du Lac, Marathon shows comparatively large values of the revised adjustment factors. Overall, both small and large values of the revised adjustment factors are scattered around Wisconsin. This suggests that more independent variables beyond just 226; population are needed for the development of the heavy truck trip generation model. More independent variables including zonal employment data (office employees and manufacturing employees) by industry type, zonal private trucks 226; owned and zonal income data which are not available currently should be considered. A plot of frequency distribution of the in-state zones as a function of the revised production and attraction adjustment factors shows the overall " adjustment resulting from the SELINK analysis process. Overall, the revised SELINK adjustments show that the productions for many zones are reduced by, a factor of 0.5 to 0.8 while the productions for ~ relatively few zones are increased by factors from 1.1 to 4 with most of the factors in the 3.0 range. No obvious explanation for the frequency distribution could be found. The revised SELINK adjustments overall appear to be reasonable. The heavy truck VMT analysis is conducted by comparing the 1990 heavy truck VMT that is forecasted by the GM truck forecasting model, 2.975 billions, with the WisDOT computed data. This gives an estimate that is 18.3% less than the WisDOT computation of 3.642 billions of VMT. The WisDOT estimates are based on the sampling the link volumes for USH, 8TH, and CTH. This implies potential error in sampling the average link volume. The WisDOT estimate of heavy truck VMT cannot be tabulated by the three trip types, I-I, I-E ('||'&'||'pound;-I), and E-E. In contrast, the GM forecasting model shows that the proportion ofE-E VMT out of total VMT is 21.24%. In addition, tabulation of heavy truck VMT by route functional class shows that the proportion of truck traffic traversing the freeways and expressways is 76.5%. Only 14.1% of total freeway truck traffic is I-I trips, while 80% of total collector truck traffic is I-I trips. This implies that freeways are traversed mainly by I-E and E-E truck traffic while collectors are used mainly by I-I truck traffic. Other tabulations such as average heavy truck speed by trip type, average travel distance by trip type and the VMT distribution by trip type, route functional class and travel speed are useful information for highway planners to understand the characteristics of statewide heavy truck trip patternS. Heavy truck volumes for the target year 2010 are forecasted by using the GM truck forecasting model. Four scenarios are used. Fo~ better forecasting, ground count- based segment adjustment factors are developed and applied. ISH 90 '||'&'||' 94 and USH 41 are used as example routes. The forecasting results by using the ground count-based segment adjustment factors are satisfactory for long range planning purposes, but additional ground counts would be useful for USH 41. Sensitivity analysis provides estimates of the impacts of the alternative growth rates including information about changes in the trip types using key routes. The network'||'&'||'not;based GMcan easily model scenarios with different rates of growth in rural versus . . urban areas, small versus large cities, and in-state zones versus external stations. cities, and in-state zones versus external stations.

• 환경영향평가
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• 제24권2호
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• pp.134-153
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• 2015

도시 계획적 측면에서 도시의 구조적 변화에 따른 기후영향을 파악하여 그 결과를 도시계획에 반영하는 것은 중요하다. 서울시에서는 도시계획 시나리오 정보를 제공하기 위해 도시계획정보시스템(Urban Plan Information System, UPIS)을 활용 중이다. 지자체의 실제 도시계획에 따른 기후영향을 평가하고 분석하기 위해서는 UPIS에서 제공하는 도시계획시나리오와 도시기후분석모델을 손쉽게 연계할 수 있어야 한다. 본 연구에서는 국립기상과학원의 도시기후분석모델(Climate Analysis Seoul, CAS)과 도시계획 시나리오를 연계하는 기술을 개발하였다. CAS는 건물과 식생의 물리적 배치에 따른 온도, 바람 등의 국지규모 변화와 중규모 기상모델인 MetPhoMod(METeorology and atmospheric PHOtochemistry mesoscale MODel)의 분석결과를 바탕으로 찬공기의 생성, 이동, 정체와 바람흐름, 열적환경 등을 분석하는 기능을 가지고 있다. 정밀한 도시정보를 모델에 적용하기 위해 고해상도의 항공 LiDAR(LIgit Detection And Ranging) 측량을 통해 생성된 래스터자료(1m 해상도)와 KOMPSAT-2(KOrea Multi-Purpose SATellite) 위성영상 자료(4m 해상도)를 이용하여 토지피복 및 수치표고자료로 활용할 입력자료를 생성하였다. 보다 정확한 도시지면 특징을 반영하기 위해 수치표면모델인 DSM(Digital Surface Model)과 수치지형모델인 DTM(Digital Terrain Model)을 전산유체역학모델(Computational Fluid Dynamics, CFD) 입력자료로 사용하여 상세바람분석을 수행하였다. 8방위의 유입류를 고려하여 재정비 전후의 도시구조물 주변의 흐름 및 풍속 분포와 녹지축 형성 전후의 열환경 변화를 분석하였다. 현실적인 기상상태 반영을 위해 CAS의 중규모 기상장을 입력자료로 사용하였으며, 그 결과 재정비에 따른 도시구조물 변화에 의해 바람길에 큰 변화가 확인되었다. 녹지축 형성 이후 전반적으로 재정비지역 주변의 온도가 감소하였다. CAS와 CFD의 연동을 통해 도시지역 재정비와 녹지축 형성 전후의 주변 바람길과 열환경에 대한 실제적인 평가가 가능하며, 도시개발계획과 녹지조성계획 수립에 유용할 것으로 기대된다.

• 한국측량학회지
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• 제28권4호
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• pp.449-454
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• 2010

최근 항공측량분야에서 항공디지털카메라 및 항공레이저측량시스템은 수치정사영상지도 및 수치표고모델제작 등의 지리정보 구축에 활용되고 있다. 본 연구에서는 항공레이저측량시스템인 ALS50-II에 구성된 중형CCD카메라 RCD105의 3차원 위치정확도를 디지털항공사진카메라인 DMC와 비교하였다. 이를 위해 연구지역을 선정하고 항공사진촬영을 실시하였으며, 축적 1:1,000 수치지형도에서 항공삼각측량에 사용할 지상기준점과 수치도화기를 이용해 평면 및 수준정확도 검증에 사용할 검사점을 선점하였다. RCD105와 DMC의 정확도는 항공삼각측량의 결과와 수치도화기를 이용해 검사점과 동일한 지점을 관측한 결과로 평가하였다. 항공삼각측량 결과 RCD105의 X, Y, Z RMSE (Root Mean Square Error)가 DMC보다 각각 2.1배, 2.2배, 1.3배 크게 나타났다. 또한 수치도화기를 이용해 검사점을 관측한 결과 RCD105의 평면 및 수직방향 RMSE가 DMC보다 각각 2.5배, 4.3배 크게 나타났다. RCD105의 정확도가 DMC보다는 떨어지지만, RCD105도 수치지형도 및 정사사진 제작에 활용이 가능할 것으로 사료된다.

• 감성과학
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• 제14권1호
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• pp.17-26
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• 2011

최근 고령 인구의 증가와 건강에 대한 관심으로 운동과 재활이 가능한 기능성 운동기기의 제품 개발을 통해 다양한 삶의 질 향상을 위한 헬스케어 서비스의 고부가가치화가 가속화되고 있다. 본 연구는 기능성 자전거 디자인개발을 위하여 디자인프로세스에 의하여 디자인과 3차의 실험을 진행하였다. 1차 실험은 구조적 측면, 심미적 측면, 기능적 측면, 사용적 측면의 4가지 항목을 조사하였다. 2차 실험에서는 모델링된 10개의 샘플에 대해 10개의 유니버설디자인 항목을 적용하여 전체적으로 평가점수가 고른 분포를 나타내고 있는 샘플(F)을 선정하였다. 3차 실험에서는 1/4 크기의 모형을 제작하여 사용자 서비스 측면의 평가를 진행하였다. 설문항목은 헬스케어 전문가와 협의를 통해 기능성 자전거의 서비스 평가항목 60개의 PPP(product performance program)를 실험하였다. 실험결과, 심미성 요소는 통일성, 비례, 전형성의 항목이 관련 있는 것을 알 수 있었다. 10개 항목(설문 문항 55개)에서는 육체적인 부담의 최소화, 간단하고 직관적인 사용의 항목이 높게 조사되었으며 반대로 정보전달의 배려와 사고와 오작동 방지의 설문 문항이 낮게 나타났다. 앞으로 위의 실험 결과를 좀 더 정확한 측정을 위해 실제 모형이 제작되면 헬스케어 전문가, 디자이너 그리고 고령자를 포함하여 다시 한 번 평가를 진행할 예정이다.

• 한국환경과학회지
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• 제1권2호
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• pp.119-124
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• 1992

Cloud streets were successfully simulated by numerical model (RAMS) including an Isolated mountain near the coast, large sensible heat flux from the sea surface, uniform stratification and wind velocity with low Froude number (0.25) in the inflow boundary The well developed cloud streets between a pair of convective rolls are simulated at a level of 1 km over the sea. The following five results were obtained: 1) port the formation of the pair of convective rolls, both strong static instability and a topographically induced mechanical disturbance are strongly required at the same time. 2) Strong sensible heat flux from the sea surface is the main energy source of the pair of convective rolls, and the buoyancy caused by condensation in the cloud is negligibly small. 3) The pair o( convective rolls is a complex of two sub-rolls. One is the outer roll, which has a large radius, but weak circulation, and the other is the inner roll, which has a small radius, but strong circulation. The outer roll gathers a large amount of moisture by convergence in the lower marine boundary, and the inner roll transfers the convergent moisture to the upper boundary layer by strong upward motion between them. 4) The pair of inner rolls form the line-shaped cloud streets, and keep them narrow along the center-line of the domain. 5) Both by non-hydrostatic and by hydrostatic assumptions, cloud streets can be simulated. In our case, non-hydrostatic processes enhanced somewhat the formation of cloud streets. The horizontal size of the topography does not seem to be restricted to within the small scale where non-hydrostatic effects are important.

• 한국환경과학회지
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• 제15권1호
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• pp.9-19
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• 2006

The purpose of this research is development of radar data assimilation observed at Jindo S-band radar The accurate observational data assimilation system is one of the important factors to meteorological numerical prediction of the region scale. Diagnostic analysis system LAPS(Local Analysis and Prediction System) developed by US FSL(Forecast Systems Laboratory) is adopted assimilation system of the Honam district forecasting system. The LAPS system was adjusted in calculation environment in the Honam district. And the improvement in the predictability by the application of the LAPS system was confirmed by the experiment applied to Honam district local severe rain case of generating 22 July 2003. The results are as follows: 1) Precipitation amounts of Gwangju is strong associated with the strong in lower level from analysis of aerological data. This indicated the circulation field especially, 850hPa layer, acts important role to precipitation in Homan area. 2) Wind in coastal area tends to be stronger than inland area and radar data show the strong wind in conversions zone around front. 3) Radar data assimilation make the precipitation area be extended and maximum amount of precipitation be smaller. 4) In respect to contribution rate of different height wind field on precipitation variation, radar data assimilation of upper level is smaller than that of lower level.

• 보건행정학회지
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• 제24권1호
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• pp.71-84
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• 2014

Background: Informal care is increasingly recognized as placing a significant burden on the lives of family caregivers. The purpose of this study is to investigate factors related to family caregivers' burden with the community-dwelling disabled elderly under the long-term care insurance system, using the Stress Process Model developed by Pearlin (1990). Methods: Total 1,233 family caregivers with the disabled elderly, using the long-term care services in their home from May to June 2009, completed questionnaires finally. The questionnaire of this study consists of a total of 32 questions, including 11 questions related to background and context, 17 questions related to objective stressors, and 4 questions related to coping resourses. Family caregivers' burden is measured by the Korean Revised Caregiving Appraisal Scale (K-RCAS, Cronbach's alpha=0.86). To investigate factors related to family caregivers' burden, multiple regression analysis was conducted. Results: The average score of caregivers' burden was 22.0 (${\pm}6.12$). In multiple regression analysis, there were statistically significant factors affecting on the family caregivers' burden, that are related to background and context (region, living status, education level, relationship with beneficiary), objective stressors (duration of caregiving), coping resourses (caregiver's health status). Conclusion: This study found that family caregivers experience a considerable burden. The findings suggest that policies must be taken to relieve family caregivers of their duties temporarily, and to support them with counselling and education.

• 한국임상약학회지
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• 제29권3호
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• pp.173-185
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• 2019

Objective: To gather inputs from clinical experts on selecting and prioritizing research topics, to address unmet vaccine safety needs. Methods: A questionnaire containing 15 vaccine safety assessment research proposals was sent to 28 vaccine experts chosen from various domestic medical association boards, and the rationale for each of the proposals was provided by presenting the following information: 1) a brief summary of the clinical safety studies on the vaccine, conducted by the Clinical Immunization Safety Assessment (CISA) project group, supervised by the United States Center for Disease Control (U.S. CDC), and 2) a summary of recently published studies that address vaccine safety issues. The experts were instructed to select and rank 5 topics in the order of preference, and the preference score for each proposed topic was calculated by assigning points on a scale of 1 to 5. Results: All 28 experts responded to the questionnaire, and the following topics were selected according to their calculated preference scores: 1) Human papillomavirus vaccine safety profile in the Korean female adolescents; 2) A signal detection of adverse events following Influenza vaccination: comparison between the US and South Korea; 3) Incidence of anaphylaxis following National Immunization Program vaccines between 2008 and 2017; 4) Safety of quadrivalent influenza vaccines compared to trivalent influenza vaccines; and 5) Pneumococcal vaccine safety profile in the general population. Conclusion: Five research topics addressing vaccine safety were selected, for which well-constructed research protocols need to be promptly developed to address current unmet vaccine safety needs in South Korea.

• 한국농공학회논문집
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• 제63권3호
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• pp.1-12
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• 2021

Optimal water management is to efficiently and equally supply an appropriate amount of water by using irrigation facilities. Therefore, it is necessary to evaluate water supply capacity through distribution simulation between the designed distribution rate and re-distributed rate according to the changed farming conditions. In this study, we recalculated the agricultural water supply amount of Geumcheon main canal, which beneficiary area was reduced due to the development of Gwangju-Jeonnam innovation city, and we constructed a canal network using the SWMM model to simulate the change in supply rate of each main canal according to the re-distributed rate. Even though the supply amount of the Geumcheon main canal was reduced from 1.20 m³/s to 0.90 m³/s, it showed a similar supply rate to the current, and the reduced quantity could be supplied to the rest of the main canal. As a result, the arrival time at the ends of all main canal, except for the Geumcheon main canal, decreased from 1 to 3 hours, and the supply rate increased from 4 to 17.0% at the main canal located at the end of the beneficiary area of Naju reservoir.

• IMMUNE NETWORK
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• 제5권3호
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• pp.163-171
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• 2005

Background: To perform the successful dendritic cell-based cancer immunotherapy one of the main issues to be solved is the source of antigen for DC pulsing. Limitations occur by using auto-tumor lysate due to the difficulties obtaining enough tumor tissue(s) quantitatively as well as qualitatively. In this study the possibility of allogeneic tumor cell lysate as a DC pulsing antigen has been tested in mouse melanoma pulmonary me tastasis model. Methods: B16F10 melanoma cells $(1{\timeS}10^5/mouse)$ were inoculated intra venously into the C57BL/6 mouse. Therapeutic DCs were cultured from the bone marrow myeloid lineage cells with GM-CSF and IL-4 (1,000 U/ml each) for 7 days and pulsed with lysate of either autologous B16F10 (B-DC), allogeneic K1735 (C3H/He origin; K-DC) or CloneM3 (DBA2 origin; C-DC) melanoma cells for 18 hrs. Pulsed-DCs $(1{\times}10^6/mouse)_{[CGP1]}$ were injected i.p. twice with one week interval starting from the day 1 after tumor cell inoculation. Results: Without observable toxicity, allogeneic tumor cell lysate pulsed-DC induced the significantly better anti-tumor response (tumor scale: $2.7{\pm}0.3,\;0.7{\pm}0.3\;and\;0.3{\pm}0.2$ for saline, B-DC and C-DC treated group, respectively). Along with increased tumor specific lymphocyte proliferations, induction of IFN-${\gamma}$ secretion against both auto- and allo-tumor cell lysates was observed from the DC treated mice. (w/B16F10-lysate: $44.97{\pm}10.31,\;1787.94{\pm}131.18,\;1257.15{\pm}48.27$, w/CloneM3 lysate: 0, $1591.13{\pm}1.83,\;1460.47{\pm}86.05pg/ml$ for saline, B-DC and C-DC treated group, respectively) Natural killer cell activity was also increased in the mice treated with tumor cell lysate pulsed-DC ($8.9{\pm}_{[CGP2]}0.1,\;11.6{\pm}0.8\;and\;12.6{\pm}0.7%$ specific NK activity for saline, B-DC and C-DC treated group, respectively). Conclusion: Conclusively, promising data were obtained that allogeneic-tumor cell lysate can be used as a tumor antigen for DC-based cancer immunotherapy.