• 제목/요약/키워드: Impact distances

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다차종 동시 충전을 위한 수소 스테이션의 안전 영향 평가 연구 (A Study on Safety Impact Assessment of a Multiple Hydrogen Refueling Station)

  • 김부승;한규진;홍승택;최영보
    • 한국가스학회지
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    • 제28권1호
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    • pp.85-99
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    • 2024
  • 수소전기차의 보급 확대가 빠르게 이루어지며 수소충전소의 모델 또한 다양화되고 있다. 이에 따라 종류별 수소 충전소의 안전에 대한 이슈가 대두되고 있다. 본 연구에서는 승용·버스·트럭 등 다차종 동시 수소충전이 가능한 수소 스테이션의 정량적 위험성평가를 진행하였다. 정량적 위험성평가에 범용적으로 사용되는 Gexcon 사(社)의 Effects&Riskcurves Software를 활용하여 수소 누출에 따른 화재, 폭발 등의 시나리오를 부여하였다. 이를 통해 복사 열, 폭발 과압에 의한 피해 영향 거리를 계산해냈으며, 주변 건물 및 인구에 미치는 위험도를 측정하였다. 피해 영향 거리가 가장 크게 나타난 것은 충전설비 및 고압 압축가스 설비의 화재 및 폭발이었으며 개인적 및 사회적 위험도에 가장 크게 기여한 설비는 고압 압축가스 설비로 나타났다. 이에 따라 충전설비 및 압축가스 설비에 대한 안전거리를 보수적으로 책정하며 적절한 방호조치를 설치한다면 수소 누출 사고 발생 시 인적·물적 피해 최소화에 기여할 수 있을 것으로 검토된다.

Powder Blasting 을 이용한 유리의 표면부식시 분사각도의 영향 (Effect of Impact Angle on the Etching of Glass by Powder Blasting)

  • 김광현;박경호;박동삼
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2001년도 추계학술대회(한국공작기계학회)
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    • pp.349-354
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    • 2001
  • In this study, we investigated the effect of the impacting ang1e of particles, the scanning times and the stand-off distance on the surface roughness and the weight-loss rate of samples with no mask, and the wall profile and overetching of samples with different mask pattern in powder blasting of soda-lime glass. The varying parameters were the different impact angles between 50$^{\circ}$ and 90$^{\circ}$, scanning times of nozz1e up to 40 and the stand-off distances 70mm and 100mm. The widths of mask pattern were 0.2mm, 0.5mm and 1mm. The powder was alumina sharp particles, WA#600. The mass flow rate of powder during the erosion test was fixed constant at 175g/min and the blasting pressure of powder at 0.2MPa

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Method of Setting Nozzle Intervals at the Finishing Scale Breaker

  • Park, Jong-Wook;Kim, Sung-Cho;Park, Jin-Won
    • Journal of Mechanical Science and Technology
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    • 제17권6호
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    • pp.870-878
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    • 2003
  • The scale is removed from the strip by high pressure hydraulic descaling at the FSB (Finishing Scale Breaker). Recently, the spray height of nozzle has a trend to be shorter for the purpose of increasing the impact pressure by the high pressure water jet. Here, the nozzle intervals should be decided after considering the impact pressure and the temperature distribution on the strip. In other words, the minimum of impact pressure at the overlap of spray influences the surface grade of the strip due to scale and the overlap distance of the spray affects the temperature variation in the direction of the width of strip. In the present study, the impact pressure of the high pressure water jet is measured by the hydraulic descaling system and calculated with regard to the lead angle of 15$^{\circ}$ and the offset angle of 15$^{\circ}$, and then the temperature distribution and the temperature variation are calculated at the overlap distances of 0 mm, 10 mm, 20 mm, and 30 mm, respectively. The method of setting nozzle intervals is shown by utilizing these results.

Field study of the process of densification of loose and liquefiable coastal soils using gravel impact compaction piers (GICPs)

  • Niroumand, Bahman;Niroumand, Hamed
    • Geomechanics and Engineering
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    • 제30권5호
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    • pp.479-487
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    • 2022
  • This study evaluates the performance of gravel impact compaction piers system (GICPs) in strengthening retrofitting a very loose silty sand layer with a very high liquefaction risk with a thickness of 3.5 meters in a multilayer coastal soil located in Bushehr, Iran. The liquefiable sandy soil layer was located on clay layers with moderate to very stiff relative consistency. Implementation of gravel impact compaction piers is a new generation of aggregate piers. After technical and economic evaluation of the site plan, out of 3 experimental distances of 1.8, 2 and 2.2 meters between compaction piers, the distance of 2.2 meters was selected as a winning option and the northern ring of the site was implemented with 1250 gravel impact compaction piers. Based on the results of the standard penetration test in the matrix soil around the piers showed that the amount of (N1)60 in compacted soils was in the range of 20-27 and on average 14 times the amount of (1-3) in the initial soil. Also, the relative density of the initial soil was increased from 25% to 63% after soil improvement. Also the safety factor of the improved soil is 1.5-1.7 times the minimum required according to the two risk levels in the design.

해상풍력개발사업의 바다환경영향평가 개선방안 (Improvement for Marine Environmental Impact Assessment on the Development of Offshore Wind Power)

  • 김귀영;이대인;전경암;엄기혁;유준
    • 환경영향평가
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    • 제21권1호
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    • pp.1-13
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    • 2012
  • We diagnosed on status and problems of environmental assessment regarding development of offshore wind power, and also on reasonable core assessment items. Most of the coastal wind power are located on the western coastline of Korea and Jeju Island. In the selections of the site for the offshore wind farms, a previous investigations should be conducted with regard to distances from the land, stabilities from external forces (tide, wave, etc.) and topographical changes, and characteristics of the surroundings (distributions of protected area, fishing ground, artificial seagrasses, and shipping traffic). It is needed to assess dispersion of suspended solids, changes of the sea bottom, and impacts on fisheries resources and fishing activities under construction of offshore wind power. Furthermore, the responses of marine organisms to noise and vibration, impacts by electromagnetic fields, impacts on sea birds, hindrances to sea lane routes, and damaged scenery and marine protection areas are thoroughly assessed during operation processes. The consultation criteria in case of development of offshore wind farm is adjusted by focusing marine environmental impact assessment.

Damage and vibrations of nuclear power plant buildings subjected to aircraft crash part II: Numerical simulations

  • Li, Z.R.;Li, Z.C.;Dong, Z.F.;Huang, T.;Lu, Y.G.;Rong, J.L.;Wu, H.
    • Nuclear Engineering and Technology
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    • 제53권9호
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    • pp.3085-3099
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    • 2021
  • Investigations of large commercial aircraft impact effect on nuclear power plant (NPP) buildings have been drawing extensive attentions, particularly after the 9/11 event, and this paper aims to numerically assess the damage and vibrations of NPP buildings subjected to aircrafts crash. In Part I of present paper, two shots of reduce-scaled model test of aircraft impact on NPP were conducted based on the large rocket sled loading test platform. In the present part, the numerical simulations of both scaled and prototype aircraft impact on NPP buildings are further performed by adopting the commercial program LS-DYNA. Firstly, the refined finite element (FE) models of both scaled aircraft and NPP models in Part I are established, and the model impact test is numerically simulated. The validities of the adopted numerical algorithm, constitutive model and the corresponding parameters are verified based on the experimental NPP model damages and accelerations. Then, the refined simulations of prototype A380 aircraft impact on a hypothetical NPP building are further carried out. It indicates that the NPP building can totally withstand the impact of A380 at a velocity of 150 m/s, while the accompanied intensive vibrations may still lead to different levels of damage on the nuclear related equipment. Referring to the guideline NEI07-13, a maximum acceleration contour is plotted and the shock damage propagation distances under aircraft impact are assessed, which indicates that the nuclear equipment located within 11.5 m from the impact point may endure malfunction. Finally, by respectively considering the rigid and deformable impacts mainly induced by aircraft engine and fuselage, an improved Riera function is proposed to predict the impact force of aircraft A380.

The effect of rubber bumper in order to suggest a new equation to calculate damping ratio, subjected building pounding during seismic excitation

  • Khatami, S.M.;Naderpour, H.;Mortezaei, A.R.;Barros, R.C.;Maddah, M.
    • Earthquakes and Structures
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    • 제23권2호
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    • pp.129-138
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    • 2022
  • One of the objectives to prevent building pounding between two adjacentstructures is to considerseparation distance or decrease relative displacement during seismic excitation. Although the majority of building codes around the world have basically suggested some equations or approximately recommended various distances between structuresto avoid pounding hazard, but a lot of reportsin zone of pounding have obviously shown thatsafety situation or economic consideration are not always provided due to the collisions between buildings and the cost of land, respectively. For this purpose, a dynamic MDOF model by having base isolation system is numerically considered and using various earthquake records, relative displacements are mathematically investigated. Different equations to determine the value of damping ratio are collected and the results of evaluations are listed for comparison among them to present a new equation for determination of impact damping ratio. Presented equation is depends significantly on impact velocity before and after impact based on artificial neural network, which the accuracy of them is investigated and also confirmed. In order to select the optimum equation, hysteresisloop of impact between base of building and rubber bumper is considered and compared with the hysteresis loop of each impact, calculated by different equations. Finally, using representative equation, the effect of thickness, number and stiffness of rubber bumpers are numerically investigated. The results of analysis indicate that stiffness and number of bumpers have significantly affected in zone of impact force while the thickness of bumpers have not shown significant influence to calculate impact force during earthquake. For instance, increasing the number of bumpers, gap size between structures and also the value of stiffness is caused to decrease impact force between models. The final evaluation demonstrates that bumpers are able to decrease peak lateral displacement of top story during impact.

용담댐에 의한 유역변경이 하류 대청댐 저수량 관리에 미치는 영향 경감 방안 연구 (A study for the Mitigation of Impact to Daecheong Dam Management due to the Water Transfer by Yongdam Dam)

  • 김태철;박정남
    • 한국관개배수논문집
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    • 제7권2호
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    • pp.75-86
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    • 2000
  • As more water becomes necessary for agricultural, industrial and other purposes, certain regions are facing the water shortage. Accordingly, it is needed to transfer water over long distances from surplus to deficit areas. But, this inter-regional water t

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개발사업에 따른 산림식생 영향평가모형 개발 및 적용 (Development and Application of Impact Assessment Model of Forest Vegetation by Land Developments)

  • 이동근;김은영
    • 한국환경복원기술학회지
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    • 제12권6호
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    • pp.123-130
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    • 2009
  • Fragmentation due to land developments causes disturbances and changes of composition in forest vegetation. The purpose of the study was to develop the impact assessment model for quantitative distance or degree of disturbance by land developments. This study conducted a survey about structure and composition of forest vegetation to determine degree of impact from land developments. The results of field survey, there was a difference in structure and composition of forest vegetation such as tree canopy, herbaceous cover, and number of vine and alien species the distances from edge to interior area such as 0m, 10m, 20m, 40m, and over 60m. To assess the disturbance of forest vegetation, the factors selected were the rate of vine's cover and appearance of alien species. The impact assessment model about vine species explained by a distance, forest patch size, type of forest fragmentation, and type of vegetation ($R^2$=0.44, p<0.001). The other model about alien species explained by a distance, type of forest fragmentation, type of vegetation, and width of road (85.9%, p<0.005). The models applied to Samsong housing development in Goyang-si, Gyunggi-do. The vines and alien species in the study area have had a substantial impact on forest vegetation from edge to 20 or 40m. The impact assessment models were high reliability for estimating impacts to land developments. The impact of forest vegetation by development activities could be minimized thorough the adoption of the models introduced at the stage of EIA.

폐기물 매립지반에서 동다짐공법에 의한 진도영향에 관한 연구 (A Study on the Vibration Effect by Dynamic Compaction Method at Waste Landfill)

  • 천병식
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권1호
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    • pp.141-148
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    • 2001
  • Dynamic compaction is the ground improvement method by applying the impact energy. This impact energy can damage to adjacent structure in urban area. Therefore, if dynamic compaction method is applied, careful attention should be payed to surrounded structures. In this study, the method was performed in waste landfill and the frequency of vibrations were measured according to each distances, drop-heights, and vibrating directions. The measured data show that particle velocity bas low frequency and it is greatest in longitudinal direction. There was little differences between Maynes suggestion and measured data. Therefore, Maynes suggestion can be adopted if the range of vibration can be predicted. Also, It was found that minimum 45m distance is needed in order to satisfy the administrative code if dynamic compaction method is applied.

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