PURPOSES : Steel deck bridges are the preferred structural type for reducing dead load, and the use of thin-layer asphalt concrete with excellent adhesion to the steel deck and excellent deformation followability is increasing for bridge pavements. However, because these materials are constructed at a high temperature of 240 °C or higher to maintain high fluidity during construction, excessive thermal deformation and stress may be temporarily induced in the steel deck. Therefore, the stability of the structure must be assessed by considering the environmental conditions of the site during pavement construction. Herein, a method is presented for estimating the heat source equation, in which conduction and convection effects are removed using temperature measurement data, for modeling U-rib using plate elements. The validity of the study is assessed by deriving the equivalent heat source equation using the temperature data measured from the underside of the steel deck while constructing a 40-mm-thick goose asphalt concrete pavement layer on a 12-mm-thick steel deck. In addition, the practicality is verified by performing heat transfer and thermal stress analyses. METHODS : By comparing the temperature data measured during the construction of high-fluidity asphalt concrete with the results of repeated heat transfer numerical analysis, heat source data without field conduction and convection conditions are obtained. Subsequently, a heat source equation suitable for the heat source data is derived using the least-squares method. RESULTS : The results of the heat transfer analysis using the equivalent heat source equation calculated using the presented method are almost consistent with the measured temperature data. In addition, the behavioral characteristics of the structure that matches the behavior of the actual structure can be derived through thermal stress analysis, which considers heat conduction and convection to adjacent members. CONCLUSIONS : Even when the steel deck and U-rib member are modeled as plate elements, thermal effect analysis can be performed reasonably while considering field conditions.

This study was conducted to evaluate the effect of site quality on allometric equations, stem density and biomass expansion factors(BEFs) in a 20-year-old Machilus thunbergii plantation. The study site was located in Jindo county, Chollanam-do, southern Korea. Total 14 trees were harvested from the good site(tree height: 6.7 m) or poor site(tree height: 4.6 m) assumed by tree height growth. Allometric equations, stem density and biomass expansion factors were calculated from the sampled trees. Site-specific allometric equations of tree components were significant(p<0.05) with diameter at breast height(DBH). Also, generalized allometric equations could be applied to estimate tree biomass regardless of the difference of site quality because of no significant effect on slope of site-specific allometric equations. Aboveground tree biomass was significantly higher in the good site(81.0 Mg ha-1) than in the poor site(46.3 Mg ha-1). Stem density was not significantly different between in the good site(0.65 g cm-3) than in the poor site(0.67 g cm-3), whereas aboveground tree and leaf BEFs were significantly higher(p<0.05) in the poor site(aboveground: 2.23; leaf: 0.42) than in the good site(aboveground: 1.82; leaf: 0.23). The results indicated that aboveground Biomass and Biomass expansion factors of a Machilus thunbergii plantation were affected by site quality.

콘크리트 비파괴강도 추정식은 일반적으로 콘크리트 강도를 결정하는데 사용된다. 그러나 기존의 추정식들은 대부분 제한된 실험변수를 토대로 제안되어 배합조건, 강도특성 등이 다양한 실제 공용중 교량의 콘크리트 압축강도 추정시 많은 오류를 포함한다. 본 연구에서는 297개 공용 교량의 정밀안전진단 결과 중 콘크리트 비파괴시험 및 현장 코어강도 시험결과를 토대로 콘크리트 부재의 코어강도와 비파괴 추정강도 평가결과를 비교분석하였다. 분석결과 분석이 이루어진 기존 추정식들 중 일본건축학회 CNDT소위원회 강도계산식이 다른 추정식에 비하여 실제파괴강도와의 오차가 가장적고 상관분석의 신뢰도도 가장높은 것으로 검토되었다. 그러나 이 추정식은 코어강도가 30 MPa이상일 때 추정강도는 과소평가되는 것으로 나타났다. 이에 본 논문에서는 추정식에 의한 강도와 현장 코어강도사이의 관계를 활용하여 회귀분석을 통한 개선된 비파괴강도 추정식을 제안하였다.

Many researches about damage prediction for earthquake have been managed separately in Korea so that it would be managed comprehensively and systematically. Also it is necessary to develop the algorithms of ground for earthquake disaster response system in NEMA. This is a study to improve the reliability for damage estimation. We compared foreign cases to find a development direction which can be applied to the earthquake disaster response system.

Agriculture nonpoint pollution source is a significant contributor to water quality degradation. To establish effective water quality control policy, environpolitics establishment person must be able to estimate nonpoint source loads to lakes and streams. To meet this need for orchard area, we investigated a real rainfall runoff phenomena about it. We developed nonpoint source runoff estimation models for vineyard area that has lots of fertilizer, compost specially between agricultural areas. Data used in nonpoint source estimation model gained from real measuring runoff loads and it surveyed for two years(2008-2009 year) about vineyard. Nonpoint source runoff loads estimation models were composed of using independent variables(rainfall, storm duration time(SDT), antecedent dry weather period(ADWP), total runoff depth(TRD), average storm intensity(ASI), average runoff intensity(ARI)). Rainfall, total runoff depth and average runoff intensity among six independent variables were specially high related to nonpoint source runoff loads such as BOD, COD, TN, TP, TOC and SS. The best regression model to predict nonpoint source runoff load was Model 6 and regression factor of all water quality items except for was R² =0.85.

본 연구에서는 기존의 수위만을 고려하여 작성된 수위-유량관계곡선식을 개선하기 위하여 경심, 하상경사, 수심 등 비교적 쉽게 취득할 수 있는 하천의 수리특성인자를 활용하여 유량을 산정할 수 있는 방법을 제안하였다. 알버타대학에서 제공된 보고서 내용 중 수리실험실 및 자연하천의 수리자료를 활용하여 평균유속 공식인 Manning식과 Chezy식으로부터 하천의 수리학적 특성이 반영된 조도계수 n값과 C값을 산정하고 이를 토대로 유량을 산정하였다. 제안된 유량산

합류식 관거 내 고형물의 퇴적으로 인해 통수능이 감소하여 여름철 장마시 국지적인 침수가 발생하며 이로 인해 관거 내 퇴적을 더욱 초래할 수가 있다. 이와 같은 문제를 해결하고 관거의 적절한 유지관리를 위해서는 지표면으로 부터의 고형물 부하량 산정 및 강우로 인해 지표 퇴적 고형물이 관거 내로 유입되어 퇴적되는 양을 산정할 필요가 있으나 많은 비용과 노력이 수반되어야 한다. 따라서 본 연구에서는 지표면에서의 고형물 부하량 산정기법을 우리나라 군자배수유역에

건기에 합류식 관거 내에 퇴적된 고형물은 우기에 재부상하여 초기부하(first-flush) 현상의 주된 원인이 되고 있으며, 이러한 고형물의 퇴적으로 인해 관거 내 통수능이 감소하여 도시지역의 국지적인 내수침수가 발생하고 있다. 이와 같은 문제를 해결하기 위해서는 장기간에 걸친 관거 내 고형물 퇴적량을 관측할 필요가 있으나 많은 비용과 노력이 수반되어야 한다. 본 논문에서는 MOUSE 모형에 의해 산정된 결과로부터 고형물 퇴적량을 산정하기 위한 회귀식의

We calculated dose rate using radiative transfer equations to consider radiative processes distinctly. The dose rate at Pohang(36°02'N, 129°23'E) was calculated using measured ozone and meteorological data and two-stream approximations(quadrature, Eddington, delta Eddington, PIFM(practical improved flux method), discrete ordinate, delta discrete ordinate) are used in solving equation. The purpose of this study is to determine the most compatible radiative transfer approximation for simulating the radiative and photochemical processes of atmosphere through comparision between calculated and measured values. Dose rate of the biologically effective irradiance in the region 0.28-0.32μm showed the highest value when quadrature and Eddington was used and lower value on condition that delta scaling was applied. Correlation coefficient between dose rate at surface using radiation transfer equation and measured UV-B at Pohang was 0.78, 0.79 and 0.81 when detla Eddington, PIFM and delta discrete ordinate were used. Also, in case of above approximations were used, MBE(Mean Bias Error) was within -0.3MED/30min and RMBE(Relative Mean Bias Error) was below 10% between 1200 LST and 1400 LST. Approximations which are compatible in estimating radiative process are detla Eddington, PIFM and delta discrete ordinate. Especially, in case that radiative process is considered more detail, delta discrete ordinate increased the number of stream is proper.