• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1506-1510
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• 2006

현재 기상청에서 제공하는 강수자료는 정시자료로서 수문학적 의미의 임의지속시간 강수자료라 볼 수 없다. 따라서 이러한 정시자료를 임의지속시간 강수자료로 변환하여 사용하여야 한다. 이러한 환산계수는 국외에서는 Weiss(1964), Dwyer와 Reed(1995) 등에 의하여 제시되어졌고, 국내에서는 김규호 등(1988)등이 환산계수를 제시한 바 있다. 그렇지만 기존 연구의 자료들은 목측에 의한 자료로서 많은 불확실성을 가지고 있다. 최근 관측기기의 발달에 의하여 기상청에서는 1분 단위의 관측 자료를 구축하였다. 따라서 본 연구에서는 이러한 1분 단위 강수자료를 이용하여 수문학적 의미의 임의지속시간 강수자료를 적출하여 보다 정확하게 강수자료의 환산계수(Adjustment factor)를 구축하는데 목적이 있다. 본 연구에서는 서울지방 7개 자동기상관측소(AWS:Automatic Weather Station)에서 관측된 6개년(2000년${\sim}$2005년) 1분 강수자료를 이용하여 고정시간 연 최대강수량과 임의시간 연 최대강수량간의 관계를 연구하였다. 1분 강수자료를 이용하여 고정시간과 임의지속시간에 대한 연 최대치 강수 계열을 구축.도시한 후 선형회귀분석에 의해 선정된 계수를 환산계수로 제시하였다. 고정시간 1시간부터 24시간까지의 최대강수량과 임의시간 간격 최대강수량의 비율을 분석한 결과 환산계수는 지속시간이 증가함에 따라 비선형적으로 감소하는 것으로 나타났다. 이러한 관계를 이용하면 정시 강수자료를 보다 정확하게 임의지속시간 강수자료로 환산할 수 있을 것으로 판단된다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.22 no.4
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• pp.339-347
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• 2004

This study aims at calculating the exact soil conversion factor of cutting and banking areas of weathering rocks in large-scaled construction sites where land is being developed into home lots. For this, we have excavated the respective 20 sites of the cutting and banking areas in the said site and then calculated the volume after the excavation. As a result, the relative accuracy of the difference was calculated at 0.5% in average. We have calculated the exact soil conversion factor by the use of function ratio as per the wet unit weight and the indoor soil quality test as per volume calculated. And then we have found out minor differences as a result of the comparison and analysis with soil conversion factor determined by the dry unit weight test as per sand replacement method. This may be judged as a rational design method for the calculation of soil conversion factor, as well as high reliability of site test as a precision photogrammetry is adopted for volume measurement of the irregular excavating areas.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.5C
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• pp.193-198
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• 2012

Field and laboratory tests were performed to investigate the swelling(L value) and shrinkage modulus (C value) of soil and rock mixtures using 2 sites. According to test results, when disturbed soil and rock were mixed with same amount (5:5), the maximum density was achieved and showed 19% and 18% increased at each site comparing with the unit weight of rock only. Since measured L values of mixtures were overestimated about 4 to 11% compare to estimated values based on the conventional method. While C values were underestimated about 13~20% compare to conventional values due to the development of compacting equipments and effective construction management. When rock and soil were mixed in the ratio of 5 to 5, the unit weight of the mixture was higher than that of other mixtures and rock or soil only.

• Journal of the Korean Institute of Gas
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• v.23 no.2
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• pp.68-73
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• 2019

We proposed a method to convert the CO2 emission data of vehicles collected from the chassis dynamometer test from distance unit to energy unit which generally measured from the engine dynamometer tests. In the future, if engine dynamometer tests are limited, it is expected to be applied as an alternative method to calculate CO2 emission based on energy unit through the chassis dynamometer test. At this moment, engine efficiency is required and the test mode average efficiency should be used to improve the accuracy, not the result derived from specific speed and load conditions. Also, this method was applied to foreign data and the results were within 0.2%. However, CO, NOx and THC which have very low emission characteristics except CO2, are limited by the method proposed in this study and need to be considered separatively.

• Magazine of the Korean Society of Agricultural Engineers
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• v.15 no.2
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• pp.3045-3052
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• 1973

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1215-1219
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• 2008

수공구조물 설계에 있어 가장 중요한 기준이 되는 확률강우량은 기존에 발생한 시간강우와 일강우 자료를 이용하여 지속시간별 연최대치 계열을 빈도해석하여 수행하고 있다. 현재 기상청에서 제공하는 강우자료는 00시 00분부터 01시 00분까지 누적된 강우량을 01시 강우량으로 제공하고 있다. 이는 한 호우 사상에서 총강우량은 동일할지 모르지만, 강우의 발생별 시점, 종점 및 누적 강우량은 다르게 산정된다. 이와 같이 확률강우량 산정시 고정시간 강우자료를 수문학적 의미인 임의 지속시간별 강우량자료로 변환이 필요하다. 따라서, 본 연구에서는 37개 지점의 1분 단위 강우 관측자료를 이용하여 고정시간별 연 최대치 계열과 임의 지속시간별 연 최대치 계열을 추출한 후 두 자료에 따른 지속시간별 환산계수를 산정하였으며, 기존에 산정된 환산계수와 비교 분석하였다.

• Journal of Korean Society of Transportation
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• v.25 no.5
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• pp.183-193
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• 2007

Traditionally, a congestion charge based on first-best congestion pricing theory, namely, the theory of marginal cost pricing theory, is equal to the difference between marginal social cost and marginal private cost. It is charged on each link so as to derive a user equilibrium flow pattern to a system optimal one. Based on this theory this paper investigates on the characteristics of first-best congestion pricing of multiple user class on road with variable demand, and presents two methods for analysis of social and spatial equity. For these purposes, we study on the characteristics of first-best congestion pricing derived from system optimal in time and in monetary unit, and analyze equity from this congestion pricing with an example network.

• Journal of Radiation Protection and Research
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• v.22 no.1
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• pp.47-58
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• 1997

The conversion coefficients of effective dose per unit air kerma and equivalent dose per unit fluence were calculated by MCNP4A code for antero-posterior(AP) and postero- anterior(PA) incidence of broad, unidirectional beams of photons into anthropomorphic MIRD phantom. Calculations have been performed for 20 monoenergetic photons of energy ranging from 0.03 to 10 MeV. The conversion coefficients showed a good agreement with the corresponding values given in the draft publication of joint task group of ICRP and ICRU within 10%. The deviations may arise from the differences of geometry in the MIRD phantom and the ADAM/EVE phantoms, and the differences in the codes and cross-section data used. Inclusion of a specific oesophagus model results in effective dose slightly different(5% at most) from the effective doses obtained by adopting the equivalent doses for the thymus or pancreas. Deletion of the ULI from the remainder organ appeared not to be significant for the cases of photon dosimetry covered in this study.

• Journal of Radiation Protection and Research
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• v.24 no.4
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• pp.205-213
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• 1999

Effective dose conversion coefficients from unit activity radionuclides contaminated on the ground surface were calculated by using MCNP4A rode and male/female anthropomorphic phantoms. The simulation calculations were made for 19 energy points in the range of 40 keV to 10 MeV. The effective doses E resulting from unit source intensity for different energy were compared to the effective dose equivalent $H_E$ of previous studies. Our E values are lower by 30% at low energy than the $H_E$ values given in the Federal Guidance Report of USEPA. The effective dose response functions derived by polynomial fitting of the energy-effective dose relationship are as follows: $f({\varepsilon})[fSv\;m^2]=\;0.0634\;+\;0.727{\varepsilon}-0.0520{\varepsilon}^2+0.00247{\varepsilon}^3,\;where\;{\varepsilon}$ is the gamma energy in MeV. Using the response function and the radionuclide decay data given in ICRP 38, the effective dose conversion coefficients for unit activity contamination on the ground surface were calculated with addition of the skin dose contribution of beta particles determined by use of the DOSEFACTOR code. The conversion coefficients for 90 important radionuclides were evaluated and tabulated. Comparison with the existing data showed that a significant underestimates could be resulted when the old conversion coefficients were used, especially for the nuclides emitting low energy photons or high energy beta particles.

• Journal of the Korean Geotechnical Society
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• v.31 no.7
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• pp.5-12
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• 2015

In this study, the deposition of dredged soils from domestic rivers is simulated in the laboratory using a small soil box. In the tests, small sand with 0.002-0.85 mm, large sand with 0.85-2 mm, and gravel 4.75-5.6 mm are air or water-pluviated into the box. Such various deposition processes are simulated and their dry densities are measured. While dredging or piling such soils, their volume may change. The loss of such soils is calculated by a soil conversion factor C. The C value was determined as 0.91 for small sand, 0.96 for large sand, and 0.91 for gravel. The drainage through soil piles may occur and result in effective stress increase. This may cause the volume change of soils and in order to consider such effect it is necessary to recalculate C values. As a result, dry density increased by 5-12% when the drainage effect is considered. When the drainage effect is considered, the value of soil conversion factor C was 0.81 for small sand, 0.92 for large sand, and 0.82 for gravel. Eventually, the C value decreased up to 4-12%.