• 화약ㆍ발파
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• 제35권1호
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• pp.1-17
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• 2017

공기를 통해 이동하는 폭발파에 의한 압력 및 압력에 의해 지표 및 지하구조물에 미치는 영향을 이해하는 것은 매우 중요하다. 폭발의 충격이 구조물에 미치는 영향을 컴퓨터 시뮬레이션하기 위해서는 시간과 거리에 따른 압력의 변화를 결정하여야 한다. 기존의 연구를 통해 압력의 변화와 관련되는 인자들을 추정하기 위한 여러 경험식들이 개발되었다. 본 연구에서는 최대압력, 양압지속기간, 임펄스, 최소음압, 음압지속기간, 폭발파 도착시간과 감쇠상수를 예측하는 경험식들을 조사 분석하였으며 가장 널리 사용되고 있는 Kingery 경험식과 다른 경험식에 의한 압력 변화를 비교하였다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2020년도 학술발표회
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• pp.99-99
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• 2020

The frequency and scale of domestic flood damage continues to increase, but the criteria for responding to flood damage have not been established. To this end, research is underway to estimate the amount of rainfall in each region so that it can be used to respond to flood damage. The limit rainfall is defined as the cumulative maximum rainfall for each duration that causes flooding, and this research purpose to improve the threshold rainfall by estimating the damage based on the damage history in units of 5 years and analyzing changes over time. The limit rainfall based on the damage history was estimated by using the NDMS past damage history of the Ministry of the Interior and Safety and the rainfall minutes data of AWS and ASOS. The period for estimating the limit rainfall is 2013 ~ 2017, 2015 ~ 2019, and the limit rainfall is estimated by analyzing the relationship between the flood damage history and the rainfall event in each period. Considering changes in watershed characteristics and disaster prevention performance, the data were compared using 5-year data. As a result of the analysis, the limit rainfall based on the damage history could be estimated for less than about 10.0% of the administrative dongs nationwide. As a result of comparing the limit rainfall by period, it was confirmed that the area where the limit rainfall has increased or decreased This was analyzed as a change due to rainfall events or urbanization, and it is judged that it will be possible to improve the risk criteria of flooding.

• 토지주택연구
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• 제8권3호
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• pp.189-200
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• 2017

The work breakdown structure and the precedence relations by work activity are very important because they are the basic data for estimating the construction duration in the construction work. However, there is no standard to accurately estimate the construction duration since the size of the school facilities construction is smaller than the general construction work. Therefore, some schools are unable to open in March or September and the delay of the construction duration can cause damage to the students. To solve this problem, this study developed a work breakdown structure of school facilities construction work and analyzed the precedence relations by work activities. The work breakdown structure of the school facilities construction is composed of three steps. The operations corresponding to level 1 and level 2 are as follows. (1) 2 preparatory work categories; preparation period and temporary construction. (2) 17 architectural work categories; temporary construction, foundation & pile work, reinforced concrete work, steel roof work, brick work, plaster work, tile work, stone work, waterproof construction, wood work, interior construction, floor work, metal work, roof work, windows construction, glazing work and paint construction. (3) 7 mechanic and fire work categories; outside trunk line work, plumbing work, air-conditioning equipment work, machine room work, city gas plumbing work, sanitation facilities and inspection & test working. (4) 4 civil work categories; wastewater work, drainage work, pavement work and other work. (5) 1 landscaping work categories; planting work. The work breakdown structure was derived from interviews with experts based on the milestones and detailed statements of existing school facilities. The analysis of precedence relations by school facilities work activity utilized PDM(Precedence Diagramming Method)which does not need a dummy and the relations were applied using FS(Finish to Start), FF(Finish to Finish), SS(Start to Start), SF(Start to Finish). The analysis of this study shows that if one work activity is delayed, the entire construction duration may be delayed because the majority of the works are FS relations. Therefore, it is necessary to use the Lag at the appropriate time to estimate the standard construction duration of the school facility construction. Lag is a term used only in the PDM method and it is used to define the relationship between the predecessor and the successor in creating the network milestone. And it means the delay time applied to the two work activities. The results of this study can reasonably estimate the standard construction duration of school facilities and it will contribute to the quality of the school facilities construction.

• 한국지리정보학회지
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• 제13권2호
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• pp.146-156
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• 2010

본 연구의 목적은 효율적 태양광발전시설의 입지를 위하여 가장 큰 변수인 일사량 및 일조시간의 계산 및 추정 정확성을 향상시키는 것이다. 신재생에너지와 관련하여 태양에너지에 관한 연구는 활발히 이루어지고 있지만 태양광발전시설의 입지에 대한 연구는 미흡한 실정이다. 이에 본 연구에서는 GIS환경에서 태양에너지에 가장 영향을 미치는 요인 중 하나인 지리적 요인을 대상으로 일조시간 및 일조량을 계산하였으며, 이 때 산란 일사량을 이용하여 분석 결과를 보정하였다. 또한 입력 데이터가 제공하는 공간해상력을 벗어나는 부분에 대한 값을 추정하기 위하여 공간통계분석방법인 정규 크리깅을 수행하였으며, 정확한 값을 추정하기 위해 데이터들의 공간적 상호관계와 연속성을 파악할 수 있는 베리오그램을 이용하였다. 이 과정에서 베리오그램 인자 값 및 적용 가능한 베리오그램 모델의 추정치 비교를 통하여, 오차율이 가장 작은 모델을 선정하였다. 이는 정확한 태양광발전시설의 입지에 대한 의사결정에 도움을 줄 것으로 사료된다.

• 한국물환경학회지
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• 제35권6호
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• pp.497-509
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• 2019

After the Total Maximum Daily Loads(TMDLs) was applied, it became beyond the limit of concentration management. However, it does not adequately reflect the characteristics of various watersheds, and causes problems with local governments because of the standard flow set. Thus, in this study, the Han River system is organized into four groups in estimating the Pollution Contribution by applying the Flow Duration Curve(FDC) created by the daily flow of data from the HSPF. And the method of this study is expected to be valuable as basic data for the TMDLs. As a result, Group I contains the main watersheds with no large hydraulic structures and tributary watersheds. There is no specificity in the FDC and the Pollution Contribution is estimated as rainfall runoff. Group II contains watersheds near the city where the FDC is maintained above a certain level during the Low Flow Conditions and the Pollution Contribution is estimated as the discharge flow of large scale point pollution facilities. Group III contains the main watersheds in which the large hydraulic structures are installed and FDC is curved in the Low Flow Conditions. So the Pollution Contribution is estimated as the water quality of the large hydraulic structures. Group IV contains the upstream in mainstream watersheds in which the large hydraulic structures are installed and the FDC is disabled before the Low Flow Conditions. As the flow is concentrated in the High Flow Conditions, the non-point pollution sources are estimated as the Pollution Contribution.

• 대한토목학회논문집
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• 제35권6호
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• pp.1219-1228
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• 2015

면적고정형 ARF (Fixed Area ARFs)방법은 강우관측소의 지점강우를 활용하여 산정되고 있으며, 공간적 관측밀도의 제약이 정확한 ARF산정에 제약조건이 되고 있다. 본 연구에서는 레이더 강우관측을 활용하여 호우중심형의 ARF를 제시하고자 한다. 호우중심형 ARF (Storm-centered ARFs)산정 시 강우의 이동성, 방향성, 공간분포를 고려하기 위하여 강우사상별 강우형상에 따른 타원 장축의 방향성 결정, 강우형상에 따른 면적별 최적면적강우량을 산정하여 ARF를 제시하였다. 전선형에 비하여 태풍의 ARF값의 변동 폭이 작은 것을 알 수 있었고, 전선형은 지속시간에 따라 ARF가 증가하지만, 태풍의 경우에는 오히려 ARF가 감소하는 모습을 볼 수 있었다. 이 결과 지속시간이 비교적 짧은 1~3시간에서는 태풍 산바 사상의 ARF가 크게 산정되었으나, 지속시간이 긴 6~24시간에서는 ARF가 전선형 강우에 비해 작게 산정됨을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제7권1호
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• pp.147-156
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• 2003

In this research, multiple corrosion factors of buried environments were measured in order to establish a formula for the corrosion character of corrugated steel structures in domestic environments. By substituting corrosion factors for each predicting formula, the durable lifetime was measured, and the measured lifetime was compared with the estimated lifetime by applying existing thickness-measuring techniques. A new usage standard was proposed with these results, in order to create the conclusion below. There are known differences in the soil factors used as variables in estimating the duration caused by the seasonal effects of rainfall and temperature. Comparing the durable lifetime estimated by each predicting formula, the findings show that the California technique is conservative. This study demonstrates that the error range of the AISI technique, which is mostly used as a duration technique, is a very narrow predicting technique as compared with many other countries. Considering that there is on average, a 13% error margin in this study, a proposed safety factor of 0.87 could be used to more accurately predict the duration. The laying time in the California technique is not longer than the whole durability, and as a result, this error margin exists. It is concluded that this study on the open area has been overdue. Based on these findings, it's proposed that this error margin should be applied to the domestic environment through periodic observation, in order to establish the predicting techniques of durable lifetime.

• 한국수자원학회논문집
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• 제35권1호
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• pp.109-124
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• 2002

본 연구는 간헐 수문사상인 시간강수계열의 구조적 특성을 고찰하여 강수발생의 군집성을 고려한 강수발생과정에 대한 추계학적 모의발생 모형을 개발한 것이다. 먼저 강수사상의 발생패턴을 기술하기 위해 Poisson 군집과정을 사용하였고, 이 과정에서 군집간의 시간과 군집내의 사상 수는 지수분포로 기술하였다. 둘째로 사상의 지속기간과 군집내에서 사상간의 시간은 음대수혼합분포로 기술하였다. 마지막으로 이상과 같은 시간강수사상의 발생패턴과 사상기간내의 강수의 종속구조를 구명하기 위해 서울을 대상으로 하여 실적강수자료를 분석하였다. Monte Carlo 모의결과는 모형이 강수발생의 계절적 패턴, 사상특성의 주변 및 조건부 분포를 잘 재현하고 있음을 보여주었다.

• 대한토목학회논문집
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• 제30권6B호
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• pp.551-560
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• 2010

본 연구에서는 현재 시행되고 있는 수질오염총량관리제 모니터링 시스템에 적용가능한 하천 오염부하량 추정기법을 제안하고 있다. 하도추적기능과 증발산량 계산 기능을 추가한 수정 TANK 모형을 이용하여 국립환경과학원에서 8일 간격으로 관측된 유량자료를 일 유량 자료로 확장하였다. 관측된 수질-유량 동시관측자료를 이용하여 7변수 대수선형모형의 매개변수를 최소분산 비편향 추정기법에 의해 추정하였다. 확장된 일 유량자료와 7변수 대수선형모형의 결과가 연계되어 관측지점별일 오염부하량이 계산되었다. 그 결과 SS, TN, TP 하천 오염부하량 추정에서 만족스러운 결과를 확인할 수 있었다. 적용의 일환으로 낙동강유역을 대표할 수 있는 SS, TN 및 TP 수질항목별 대표 단위면적당 부하량 유황곡선을 작성하였으며, 이를 통하여 낙동강 유역의 전체적인 하천오염부하량의 배출분포를 살펴보았다.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.401-404
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• 2015

Demand on free-form buildings is gradually increasing, yet owing to the difficulty of production-installation work, several problems occur in the construction phase upon construction of a building, including the increased cost and construction duration, and reduced constructibility. To solve these problems, a techonology to produce FCP using a CNC(Computerized Numeric Control) machine is developed. The technology is that the information of designed free-form buildings to the CNC machine is transferred, and the transferred information is used for RTM(Rod-Type Mold, the mold shaped by back-up rods) and PCM(Phase Change Material) shaping, and the shaped RTM and PCM have the role of molds to produce FCP. Construction duration and project cost are limited in building sites, so the efficiency of processes like production-installation of FCP for application of the technology is significant. Since it is almost impossible to change the production-installation process at the construction phase when they are established, process should be deliberately decided. Therefore, the purpose of the study is to propose a production-installation simulation model of free-form concrete panels, in aspect of PCM. This paper is establishing the process for production-installation of FCP, estimating time required by each construction type and proposing a time simulation model that changes according to various constraints based on the analyses. With the time simulation model, it will be possible to build a cost model and to review the optimal construction duration and project cost.