• Nuclear Engineering and Technology
• /
• 제17권1호
• /
• pp.8-15
• /
• 1985

Debris bed내·외로부터 깨스유량을 갖는 debris/water 열적상호작용 해석모델이 중대사고 분석을 위해 제시되었다. 제시된 모델은 증기 소비, debris bed에서 수소 생성, 유입깨스 및 화학반응열에 대한 인자들을 포함하고 있으며, 금속-물반응 및 debris/concrete 작용으로 인한 깨스 생성을 평가하기 위해 MARCH code에 도입시켰다. 그 결과 수소원은 격납용기 과도압력에 큰 영향을 미치나 debris bed로 대류깨스 냉각과 콘크리트로 전도 열손실은 debris bed 냉각성에 조그마한 영향을 주는 것으로 나타났다. 하지만 debris 인자의 재가열과 재용융은 콘크리트와 상호작용에 의해 상당히 지연될 수 있다.

• International Journal of Aerospace System Engineering
• /
• 제3권1호
• /
• pp.5-9
• /
• 2016

This paper briefly introduces efforts into space debris modeling towards a better understanding of space debris environment. Space debris modeling mainly consists of debris generation and orbit propagation. Debris generation can characterize and predict physical properties of fragments originating from explosions or collisions. Orbit propagation can characterize, track, and predict the behavior of individual or groups of space objects. Therefore, space debris modeling can build evolutionary models as essential tools to predict the stability of the future space debris populations. Space debris modeling is also useful and effective to improve the efficiency of measurements to be aware of the present environment.

• 한국산학기술학회논문지
• /
• 제17권3호
• /
• pp.31-41
• /
• 2016

홍수 시 하천을 따라 이동하는 유송잡물로 인해 교량을 비롯한 구조물 피해가 급증하고 있다. 따라서 본 연구에서는 유송잡물 저감시설인 수직분리대, 우회말뚝, 스위퍼를 제작하여 실험수로에서 저감시설 유무에 대한 집적실험을 실시하였다. 수직분리대는 교량에 집적되는 유송잡물에 평행 흐름을 발생시켜 이를 통과시키는 저감시설로써 목재를 이용해 제작하였으며, 우회말뚝은 유송잡물의 방향을 우회시키는 방식으로 강파이프를 이용해 제작하였다. 스위퍼는 스크류 형태의 원통형 구조물이 흐름에 의한 자력 회전으로 유송잡물을 통과시키는 방법으로 아크릴을 이용하여 제작하였다. 실험은 유송잡물의 경도 및 투하 방법에 따른 집적 정도를 분석하여 저감시설의 집적률을 비교하는 방법으로 수행하였으며 5회 반복실험을 수행하였다. 실험결과 저감시설의 종류, 유송잡물 형태 등에 따라 차이가 있는 것으로 나타났으며 초기 유송잡물이 집적되는 형태에 따라 크게 좌우되는 경우가 많았다. 교량에 대한 직접적인 저감효과는 우회말뚝, 스위퍼, 수직분리대 순으로 나타났지만 우회말뚝의 경우 말뚝에 직접 집적되는 유송잡물로 인하여 흐름교란, 수위 및 하상변동, 말뚝의 유실 등으로 인한 피해가 발생할 수 있으므로 이를 고려한 설계가 필요하다.

• 지질공학
• /
• 제25권4호
• /
• pp.439-447
• /
• 2015

In this study, specific sections vulnerable to debris flow damage were selected, and a complete enumeration survey was performed for the sections with debris flow hazards. Based on this, the characteristics of the sections with debris flow hazards and the current status of actions against debris flow were examined, and an efficient installation plan for a debris flow damage prevention method that is required in the future was suggested. The results indicated that in the Route 56 section where the residential density is relatively higher between the two model survey sections, facilities for debris flow damage reduction were insufficient compared to those in the Route 6 section which is a mountain area. It is thought that several sites require urgent preparation of a facility for debris flow damage reduction. In addition, a numerical analysis showed that for debris barriers installed as a debris flow damage prevention method, distributed installation of a number of small-scale barriers facilities within a valley part was more effective than single installation of a large-scale debris barrier at the lower part of a valley.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.707-710
• /
• 2008

Recently, a rivers' bridge that locate on among the mountains area is destroyed by debris accumulation and debris flow, because of frequent occurrence of typhoon and a localized torrential downpour. therefore a river make a part of dam's effect. Actually, this situation gives damages like inundation of a bridge upper stream area's. Generally, It the main cause of the occurrence route of the debris accumulation is that outbreaks of driftwood and debris flow because of landslide, that occurred by severe rain storm. Also, a lot of debris are occurred when big flood come up during long period at this time, this kind of debris accumulation remove to other place, in several, and specially, debris accumlation move to the place where the depth of water is deep and velocity is fast river center. According to these kind of fact, this research put in effect and analyze that movement characteristic's numerical simulations of debris accumulation at flood according to a domestic outside literature investigation, on-site monitoring survey and parameter scenario which comes out through the hydraulic modeling analysis.

• 해양환경안전학회지
• /
• 제27권3호
• /
• pp.439-446
• /
• 2021

Environmental damage caused by marine plastic debris occurs and has become a major contributor to marine pollution. This study analyzed the current state of marine plastic debris pollution and proposed essential strategies to reduce damage. To assess the current state of pollution arising from marine plastic debris, this study investigated the properties of plastic debris, reviewed case studies of ecological impacts, and examined the inflow and distribution of marine plastic debris. The results of this study indicate that the major deleterious effects of marine plastics are entanglement and ingestion. In addition, the amount of plastic waste entering the sea was estimated to be 230 Mt in 2015 and may increase to 554 Mt in 2050. In this study, three key strategies were proposed to reduce damage and preserve the ecosystem, including: 1) removing plastic debris in the marine environment, 2) limiting the release of plastic debris to the marine environment, and 3) preventing damage to humans and marine life from plastic debris. To minimize the environmental damage caused by marine plastic debris, the proposed response strategies should be implemented in parallel.

• Wind and Structures
• /
• 제13권2호
• /
• pp.191-206
• /
• 2010

Windborne debris is a major cause of structural damage during severe windstorms and hurricanes owing to its direct impact on building envelopes as well as to the 'chain reaction' failure mechanism it induces by interacting with wind pressure damage. Estimation of debris risk is an important component in evaluating wind damage risk to residential developments. A debris risk model developed by the authors enables one to analytically aggregate damage threats to a building from different types of debris originating from neighboring buildings. This model is extended herein to a general debris risk analysis methodology that is then incorporated into a vulnerability model accounting for the temporal evolution of the interaction between pressure damage and debris damage during storm passage. The current paper (Part I) introduces the debris risk analysis methodology, establishing the mathematical modeling framework. Stochastic models are proposed to estimate the probability distributions of debris trajectory parameters used in the method. It is shown that model statistics can be estimated from available information from wind-tunnel experiments and post-damage surveys. The incorporation of the methodology into vulnerability modeling is described in Part II.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.279-290
• /
• 2010

Technical countermeasures against debris flow should be established upon the risk level of the target location. Risk of debris flow should consider the hazard imposed by debris flow and vulnerability of the facilities to debris flow. In this research, we have defined the target location for risk evaluation and suggested scoring method of hazard of debris flow and vulnerability of road to debris flow. By defining risk rank into 6 categories in terms of possibility of damage during rainfall and using the risk scores of 46 debris flow cases, we have suggested risk ranking matrix. The method can be used in ranking the drainage basin adjacent to road by simply determining the hazard with vulnerability score and can be used for planning the debris flow countermeasures.

• Nuclear Engineering and Technology
• /
• 제53권1호
• /
• pp.111-120
• /
• 2021

During the core disruptive accident (CDA) of sodium-cooled fast reactor (SFR), the molten fuel and steel are solidified into debris particles, which form debris bed in the lower plenum. When the boiling occurs inside debris bed, the flow of coolant and vapor makes the debris particles relocated and the bed flattened, which called debris bed relocation. Because the thickness of debris bed has great influence on the cooling ability of fuel debris in low plenum, it's very necessary to evaluate the transient changes of the shape and thickness in relocation behavior for CDA simulation analysis. To simulate relocation behavior, a large number of debris bed relocation experiments were carried out by improved bottom gas-injection experimental method in this paper. The effects of different experimental factors on the relocation process were studied from the experiments. The experimental data were also used to further evaluate a semi-empirical onset model for predicting relocation.

• 지질공학
• /
• 제20권3호
• /
• pp.231-242
• /
• 2010

이 연구는 Liu and Huang (2006)이 개발한 DEBRIS-2D 프로그램을 이용하여 한국의 자연사면을 대상으로 토석류 거동모사의 적용성을 평가하기 위하여 수행하였다. 세립질 및 조립질 물질이 혼재한 대규모 토석류를 모사하기 위해 DEBRIS-2D는 Julien and Lan (1991)이 제안한 구성식을 이용하여 개발되었다. DEBRIS-2D의 이론을 바탕으로 이 연구는 2006년 7월 16일 강원도 인제군 덕산리에서 대규모 토석류 산사태가 발생한 계곡을 모사대상지역으로 선택하였다. 거동 모사 결과, 토사 물질은 산사태 발생 10분 후에 이미 계곡으로 모두 유입되었다. 10분 후 토석류는 계곡부의 첫 번째 변곡점 지점인 개활지에 이르렀으며, 이로 인해 토석류의 속도가 감소하고 흐름 방향이 변하였다. 그 후 토석류는 다시 가속도가 붙어 약 40분 후에 계곡 하류의 마을인근에 이르렀다. 토석류의 최대 속도는 1 m/sec에서 2 m/sec 정도로 비교적 느리고, 토석류의 깊이변화는 계곡의 형태에 많은 영향을 받음을 알 수 있다. 거동모사 결과는 산사태 발생당시 현장의 상황과 매우 유사하게 나타났다. 이는 DEBRIS-2D 프로그램이 알고리즘을 크게 수정하지 않고도 한국의 지질 및 지형조건에 어느 정도 적용 가능함을 의미한다. 그러나, 더욱 신뢰도 높은 토석류 거동모사를 위해서는 국내 지질 및 지형에 대한 최적의 속성값을 결정할 필요가 있다.