• 토지주택연구
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• 제4권1호
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• pp.99-105
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• 2013

개발부담금 제도는 1989년 개발이익을 환수하기 위해 도입되었으나 현재까지 20여차례 개정되는 등 많은 변화를 겪었다. 이처럼 빈번한 개정이 이루어진 주요한 이유는 개발부담금 부과를 위한 개발비용에 대한 정의 및 산정이 복잡하고 불분명하여 관련 주체 간 갈등이 발생하였기 때문으로 이를 최소화할 수 있는 개발비용 산정방식의 간소화가 시급히 필요하다. 본 연구는 최근 "개발이익환수에 관한 법률" 개정에 따라 일정면적 이하 사업에 대해 단위면적당 표준비용을 적용함에 있어 합리적이고 객관적인 적용방안 도출을 위해 다양한 지역별 사업유형별 적용방안의 차이를 통계적으로 검증하고 정책적 시사점을 제시하였다. 분석자료로는 최근 3개년간 전국 시군구에서 부과한 개발부담금 및 개발비용 관련 전수조사 자료 9,362건을 활용하였다. 분석결과 수도권/비수도권별로 구분하는 방식이 유의미한 차이를 발생하였고 집단 간 구분도 명확하게 나타났다. 본 연구결과는 개발부담금 제도를 합리적으로 개편하여 사회갈등을 최소화시키면서도 토지공개념 실현에 기여할 것으로 예상된다.

• 한국건설관리학회논문집
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• 제14권3호
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• pp.115-122
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• 2013

표준품셈은 공공공사의 예정가격 산정을 위한 기초자료로 사용되어 왔다. 이는 매년 제 개정 업무가 수행되고 있으며 그로인해 많은 인원과 시간이 소요되고 있다. 이러한 문제점을 해결하기 위해 본 논문은 싸이클론을 활용한 방법론을 제시한다. 품셈산출을 위해 보조적 작업 및 비생산적 작업을 시뮬레이션 모형에 용이하게 반영할 수 있도록 품셈모듈을 개발하여 적용하는 방법론을 제시한다. 이에 본 연구는 알루미늄 폼 공정을 대상으로 싸이클론 시뮬레이션 및 워크샘플링 기법을 적용하여 품을 산출하고 그 결과를 비교하여 품셈모듈이 탑재된 싸이클론 모델이 품셈 제 개정 업무에서에 효율성 및 사용성이 있음을 검증한다.

• 한국환경농학회지
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• 제27권1호
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• pp.10-17
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• 2008

The objective of this study was to estimate the pollutant loads from paddy fields by cultivation practices using a non-point-sources models. One of them is CREAMS-PADDY model that was developed considering the water balance and mass balance of paddy fields. The CREAMS-PADDY model was applied to provide basic data to reduce runoff loadings under various scenarios such as various water management control and various fertilizer condition. The model was verified against T-N, T-P and runoff flow data collected during cropping periods at 2000. The model results agreed well with the measured data in verification. The results showed that the model could be used for estimating the runoff loadings from irrigated paddy fields by cultivation practices was possible. Comparison of simulated the standard height and the sluice management of T-N and T-P runoff loadings from paddy fields were +32.4%, +10.3% in 10 mm below the standard height, -29.2%, -35.9% in 20 mm above the standard height, 52.6%, 59.0% in 40 mm above the standard height, respectively. Comparison of simulated the standard fertilizer and the fertilizer control of T-N and T-P runoff loadings from paddy fields were -1.3%, -21.7%in reduction of conventional fertilizer 30%, -1.0%, -12.5% in reduction of standard fertilizer 30%, respectively. Therefore, reducing nonpoint-sources nutrient loading by reducing fertilization may not work well in the range of normal paddy rice farming practices, and instead it could be achieved by reducing surface drainage outflow.

• 디지털융복합연구
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• 제10권6호
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• pp.197-203
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• 2012

본 논문에서는 IPTV 멀티캐스팅 서비스에서 네트워크 부하증가에 따른 영상품질을 평가하기 위해 유럽형 디지털 영상품질 표준 측정규격인 ETSI(European Telecommunication Standard Institute) TR 101 290을 이용하여 실험 측정한 결과를 제출하였다. 실험결과를 통해 IPTV에서의 영상품질과 ETSI TR 101 290 측정방식과는 밀접한 상관관계가 있음을 증명하였고 기존의 영상품질 평가방식에서 알 수 없었던 요소를 정확하게 평가할 수 있음을 증명하였다.

• 한국소음진동공학회논문집
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• 제19권10호
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• pp.1075-1082
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• 2009

Using GIS data of C-si as basic data when making noise map of road traffic, we estimated exactly the noise excess areas and consequently suggested the population and the area exposed to road traffic noise accurately. We made 3D noise map to assess regional distribution of noise quantitatively. The noise map consists of noise prediction model based on data base such as traffic volume and speed changes for estimating quantitatively the noise and 3D urban space model which includes locations of noise sources, 3D buildings, topography and roads. We made noise standard map according to land use conditions and compared this map to road traffic noise map, and consequently made excess noise map. Using excess noise map, we assessed areas which exceed environmental noise level standards and noise guidelines quantitatively and effectively through GIS spatial analysis, and consequently more accurate noise exposed area and noise exposed population could be estimated. To show buildings' outer walls noise exposure, we analyzed 3D urban noise distributions using 3D-analysis of GIS.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.234-235
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• 2019

In the stacking and pitching items of the stone masonry and demolition process presented by 2018's standard of estimate, 7 estimating standards are presented according to the depth of masonry stone, and it is presented that the quantity per unit increases as the depth of masonry stone grows. As a result of analyzing the application status in the site, it is shown that 2 or 3 stones are mainly used according to the stone sizes regardless of the depth of masonry stone, and that as the size of the stone becomes larger, the quantity per unit decreases due to the size per square meter(㎡). Also, in most of sites, machine construction is mainly carried out by excavators with clampers attached to them. Therefore, in the 2019's application standard of estimate, it is analyzed that the size is simplified down to 3 sizes reflecting the site application status and that it is revised as a standard reflecting the result that as the stone size becomes bigger, the productivity increases.

• 한국기계기술학회지
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• 제13권3호
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• pp.81-85
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• 2011

The night time electric cost is cheaper due to electric supply and demand policy in Korea from 1985. Currently about 900,000 customers are using night time electric heating boilers and this causes shift of peak demand time to night in winter and increase of deficit spending. To solve this problem, replacing night time electric heating boiler by air-source heat pump using night time electricity has been proposed. An air-source heat pump can provide efficient heating equipment especially in a warm climate. For estimating the night time electric heat pump COP(Coefficient of Performance), Korean Standard KS C 9306:2010 and European Standard EN-14511:2004 is available. SCOP(Seasonal COP) using European weather bin data is also calculated. SCOP is not available yet but European Committee for Standardization will establish a standard in the near future. The evaluation result show that the replacing night time electric heating boiler by heat pump can be possible.

• 한국기후변화학회지
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• 제7권2호
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• pp.137-142
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• 2016

To achieve large-scale carbon removals, a carbon offset project based on forest management was designed and its carbon stock change was estimated in this study. The project was designed for 874 hectares of forests in the Jin-An Leading Forest Management Zone. For estimating the carbon stock change of the project, the Korean Forest Carbon Standard and VCS (Verified Carbon Standard) methodologies were applied. Three types of management options were considered in the project : extension of rotation age, conversion to productive forests, and conversion to selective harvesting. The estimated carbon removals from the project designed in this study were $259,936tCO_2$ ($8,664tCO_2$ annually), which is 98% of estimated carbon removals from the entire 69 projects currently registered to the Forest Carbon Offset Registry in Korea. The results of this study showed that a large-scale carbon offset project based on forest management could have a huge potential to produce carbon offset credits.

• Structural Engineering and Mechanics
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• 제82권1호
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• pp.69-79
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• 2022

This paper discusses the field testing of two single-span double-tee girder (DTG) bridges in South Dakota to determine live load distribution factors (LLDFs) and the dynamic load allowance (IM). One bridge had seven girders and another had eight girders. The longitudinal girder-to-girder joints of both bridges were deteriorated in a way that water could penetrate and the joint steel members were corroded. A truck traveled across each of the two bridges at five transverse paths. The paths were tested twice with a crawl speed load test and twice with a dynamic load. The LLDFs and IM were determined using strain data measured during the field tests. These results were compared with those determined according to the AASHTO Standard and the AASHTO LRFD specifications. Nearly all the measured LLDFs were below the AASHTO LRFD design LLDFs, with the exception of two instances: 1) An exterior DTG on the seven-girder bridge and 2) An interior DTG on the eight-girder bridge. The LLDFs specified in the AASHTO Standard were conservative compared with the measured LLDFs. It was also found that both AASHTO LRFD and AASHTO Standard specifications were conservative when estimating IM, compared to the field test results for both bridges.

• 수산해양기술연구
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• 제58권2호
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• pp.121-129
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• 2022

Density and sound speed contrasts (g and h, respectively), and swimming angle were measured for sandfish (Arctoscopus japonicus) without swimbladder. The density contrast was measured by the volume displacement method while the sound speed contrast was measured by the acoustic measurements of travel time (time-of-flight method). The swimming angle was measured by dividing it into daytime, nighttime, daytime feeding and nighttime feeding. The g was 1.001 to 1.067 with an average (± standard deviation) of 1.032 (± 0.017), and the h was 1.007 to 1.022 with an average (± standard deviation) of 1.015 (± 0.003). The swimming angles (mean ± standard deviation) were 16.8 ± 10.3° during the daytime, 1.9 ± 12.3° during the nighttime, 30.2 ± 12.6° in the daytime feeding and 35.0 ± 13.2° in the nighttime feeding. These results will provide important parameters input to calculate theoretical scattering models for estimating the acoustic target strength of sandfish.