• Title/Summary/Keyword: 수치적 접근

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Effects of Ambient Temperature Change on the Internal Pressure Change of Multi-Layered Subsea Pipeline (주위 온도변화가 다층구조 해저 파이프라인 내부 압력변화에 미치는 영향)

  • Yang, Seung Ho
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.25 no.6
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    • pp.772-779
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    • 2019
  • The subsea pipeline has received considerable attention as a high-value-added industry linked to the energy and steel industries including natural resource development. The design and installation of the subsea pipeline require a variety of key technologies to carry out the project. In particular, a thorough pre-verification process through pre-commissioning is essential for the safe operation of the subsea pipeline. The hydrotesting stage in the pre-commissioning process of the subsea pipeline is known to be affected significantly by the ambient temperature change; however, there is a little study based on the theoretical and numerical approach. In this study, the method of predicting the internal temperature change using the transient heat transfer method for the stage of hydrotesting during the pre-commissioning process of the subsea pipeline and the prediction method of the pressure variation in the pipeline using it were proposed. The predicted results were compared with field test results and its effectiveness was verified. The proposed analysis procedure is expected to contribute to the productivity improvement of the subsea pipeline installation project by enabling the prediction of pressure variation through pipeline heat transfer simulation from the initial design stage of the subsea pipeline installation project.

An Study on Estimating Cargo Handling Equipment Emission in the Port of Incheon (인천항 하역장비 대기오염물질 배출량 산정 연구)

  • Zhao, Ting-Ting;Pham, Thai-Hoang;Lee, Hyang-Sook
    • Journal of Korea Port Economic Association
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    • v.36 no.3
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    • pp.21-38
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    • 2020
  • Currently, in-port emissions are a serious problem in port cities. However, emissions, especially non-greenhouse gases, from the operation of cargo handling equipment (CHE) have received significant attention from scientific circles. This study estimates the amount of emissions from on-land port diesel-powered CHE in the Port of Incheon. With real-time activity data provided by handling equipment operating companies, this research applies an activity-based approach to capture an up-to-date and reliable diesel-powered CHE emissions inventory during 2017. As a result, 105.6 tons of carbon monoxide (CO), 243.2 tons of nitrogen oxide (NOx), 0.005 tons of sulfur oxide (Sox), 22.8 tons of particulate matter (PM), 26.0 tons of volatile organic compounds (VOCs), and 0.2 tons of ammonia (NH3) were released from the landside CHE operation. CO and NOx emissions are the two primary air pollutants from the CHE operation in the Port of Incheon, contributing 87.71% of the total amount of emissions. Cranes, forklifts, tractors, and loaders are the four major sources of pollution in the Port of Incheon, contributing 84.79% of the total in-port CHE emissions. Backward diesel-powered machines equipped in these CHE are identified as a key cause of pollution. Therefore, this estimation emphasizes the significant contribution of diesel CHE to port air pollution and suggests the following green policies should be applied: (1) replacement of old diesel powered CHE by new liquefied natural gas and electric equipment; (2) the use of NOx reduction after-treatment technologies, such as selective catalytic reduction in local ports. In addition, a systematic official national emission inventory preparation method and consecutive annual in-port CHE emission inventories are recommended to compare and evaluate the effectiveness of green policies conducted in the future.

Field Pullout Tests and Stability Evaluation of the Pretension Soil Nailing System (프리텐션 쏘일네일링 시스템의 현장인발시험 및 안정성 평가)

  • Kim, Hong-Taek;Choi, Young-Geun;Park, Si-Sam;Kim, Berm-Suk
    • Journal of the Korean GEO-environmental Society
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    • v.4 no.3
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    • pp.27-40
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    • 2003
  • In the present study, a newly modified soil nailing technology named as the PSN(Pretension Soil Nailing) system is proposed. Effects of various factors related to the design of the pretension soil nailing system, such as the length of a sheathing pipe and the fixed cone, are examined throughout a series of the displacement-controlled field pull-out tests. 9 displacement-controlled field pull-out tests are performed in the present study and the pretension forces are also evaluated based on the measurements. In addition, both short-term and long-term characteristics of pull-out deformations of the newly proposed PSN system are analyzed and compared with those of the general soil nailing system by carrying out the stress-controlled field pull-out tests. A numerical approach is further made to determine a postulated failure surface as well as a minimum safety factors of the proposed PSN system using the shear strength reduction technique and the $FLAC^{2D}$ program. Global minimum safety factors and local safety factors at various excavation stages computed in case of the PSN system are analyzed throughout comparisons with the results expected in case of the general soil nailing system. An efficiency of the PSN system is also dealt with by analyzing the wall-facing deformations and the adjacent ground surface settlements.

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Study on the Allowable Limit of Blasting-induced Vibration for Road Structures and Facilities (도로구조물의 발파진동 허용기준에 관한 연구)

  • Son, Moorak;Hong, Doopyo;Kwon, Ohcheol;Jung, Yeunkwun;Hwang, Youngcheol;Park, Duhee
    • Journal of the Korean Geotechnical Society
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    • v.30 no.12
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    • pp.27-40
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    • 2014
  • This paper is to provide the allowable limit blasting-induced vibration for road structures and facilities. For this purpose, first of all, this study examined various allowable limits of different structures from domestic and foreign countries, investigated related problems of the limits used in the country, and suggested the measures to minimize the related problems. Furthermore, this study proposed the blasting-induced vibration limit of road structures and facilities that could be used in the country from comparing and analyzing the various limits from foreign countries. To verify the proposed limit for a practical use in the field, field cases that had both a vibration magnitude and a damage level were collected and they were compared with the proposed limit. In addition, the proposed limit was also compared with the results of analytical and numerical analyses. The comparison and analysis indicated that the proposed limit of different road structures and facilities is valid for the practical use in the field. From this study, the proposed limit is expected to be used as the limit to estimate the damage levels of road structures and facilities due to blasting-induced vibrations in the field.

A Study on the Interpolation Methods for the Laboratory Compaction Test Results (흙의 실내(室內)다짐시험결과(試驗結果)에 대한 해석적(解析的)인 산정(算定)에 관한 연구(研究))

  • Lee, Ho Choon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.12 no.2
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    • pp.169-175
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    • 1992
  • The Maximum Dry Density (${\gamma}_{dmax}$) and the Optimum Moisture Content (${\omega}_{opt}$) of the soil samples are determined from the compaction curve plotted with the laboratory compaction test results. But in this study three reported tests, and tests on the silty clay and the sandy silt samples are reviewed through the interpolation methods using an equation of the Moisture-Density relations induced from Lagrange's Interpolation Formula without drawing the compaction curves. As the results of the study ${\gamma}_{dmax}$ and ${\omega}_{opt}$, were calculated rapidly and simply using the equation and approached to the results from the compaction curves, and also due to the differences of the ${\gamma}_{dmax}$ and ${\omega}_{opt}$, calculated from the equation between the compaction curves were within $0.01g/cm^3$(0.5%) and 0.4% respectively the method in this study be recommended as a simple method determining ${\gamma}_{dmax}$ and ${\omega}_{opt}$, during the laboratory compaction tests.

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Inferring Regional Scale Surface Heat Flux around FK KoFlux Site: From One Point Tower Measurement to MM5 Mesoscale Model (FK KoFlux 관측지에서의 지역 규모 열 플럭스의 추정 : 타워 관측에서 MM5 중규모 모형까지)

  • Jinkyu Hong;Hee Choon Lee;Joon Kim;Baekjo Kim;Chonho Cho;Seongju Lee
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.5 no.2
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    • pp.138-149
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    • 2003
  • Korean regional network of tower flux sites, KoFlux, has been initiated to better understand $CO_2$, water and energy exchange between ecosystems and the atmosphere, and to contribute to regional, continental, and global observation networks such as FLUXNET and CEOP. Due to heterogeneous surface characteristics, most of KoFlux towers are located in non-ideal sites. In order to quantify carbon and energy exchange and to scale them up from plot scales to a region scale, applications of various methods combining measurement and modeling are needed. In an attempt to infer regional-scale flux, four methods (i.e., tower flux, convective boundary layer (CBL) budget method, MM5 mesoscale model, and NCAR/NCEP reanalysis data) were employed to estimate sensible heat flux representing different surface areas. Our preliminary results showed that (1) sensible heat flux from the tower in Haenam farmland revealed heterogeneous surface characteristics of the site; (2) sensible heat flux from CBL method was sensitive to the estimation of advection; and (3) MM5 mesoscale model produced regional fluxes that were comparable to tower fluxes. In view of the spatial heterogeneity of the site and inherent differences in spatial scale between the methods, however, the spatial representativeness of tower flux need to be quantified based on footprint climatology, geographic information system, and the patch scale analysis of satellite images of the study site.

Effects of Yuldahansotang and Jowisokmyungtang on the Blood Pressure and Renal Function in Spontaneously Hypertensive Rats (태음인(太陰人) 열다한소탕(熱多寒少湯)과 조위속명탕(調胃續命湯)이 자연발증(自然發證) 고혈압(高血壓) 백서(白鼠)의 혈압(血壓)과 신장(腎臟) 기능(機能)에 미치는 영향(影響))

  • Yun, Hong-sik;Lee, Ho-seob;Kim, Kyung-yo
    • Journal of Sasang Constitutional Medicine
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    • v.10 no.2
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    • pp.565-588
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    • 1998
  • 1. Background and Purpose : I intended to investigate the effects of Taeumin Yuldahansotang and Jowisokmyungtang experimentally to hypertension and renal function and contrived to approach these diseases by constitutional medicine. 2. Methods : I adapted two groups, normal rats and spontaneously hypertensive rats, to the same environment for more than 2 weeks and adminstrated water extracts of Yuldahansotang and Jowisokmyungtang. After adminstration of water extracts, I observed significant changes of values of the blood pressure and the urinary excretion of creatininine, electrolytes, osmolarity, renin, atrial natriuretic peptide and the plasma level of aldosterone, triglyceride, phospholipid, cholesterol. 3. Results : Yuldahansotang and Jowisokmyungtang decrease the blood pressure in the spontaneous hypertensive rats, the one by increasing the plasma level of atrial natriuretic peptide and decreasing the plasma level of aldosterone, the other by decreasing the plasma level of aldosterone, from which we could detect the therapeutic difference between Yuldahansotang and Jowisokmyungtang.

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Calculation of Expected Life of Hydrogen Pressure Vessels by Fracture and Fatigue Mechanics assuming Semi-elliptical Cracks and Analysis of the Effect of Thickness and Radius (반타원형 균열을 가정한 파괴 및 피로역학에 의한 수소 압력용기의 예상 수명 계산과 두께와 내경이 미치는 영향 분석)

  • Kim, Jeong Hwan;Lee, Hwa Young;Lee, Min-Kyung;Lee, Jae-Hun;Lyu, Geunjun
    • Journal of the Korean Institute of Gas
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    • v.25 no.6
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    • pp.53-65
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    • 2021
  • While the hydrogen refueling station is rapidly expanded and installed, the safety inspection of the hydrogen pressure vessel in the station should be very important. Of these, according to ASME, hydrogen embrittlement tests must be performed for hydrogen vessel that store hydrogen above a certain pressure. The main test method for hydrogen embrittlement inspection is to carry out fracture tests and fatigue fracture tests in a high pressure hydrogen atmosphere, which allows the durability limit of the pressure vessel to be measured and the endurable limit to be determined in the hydrogen atmosphere. In detail, the critical crack depth can be calculated by the stress intensity factor(K), and the service life can be determined by da/dN (fatigue growth rate). API579-1/ ASME FFS-1 part 9 exemplifies the calculation method according to the mode of crack-like flaws, but for various shapes such as plates and cylinders, there are about 55 modes according to the shape and location of the crack. Due to the fairly complex formula, it is not easily accessible. In this study, we will show you how to calculate fracture mechanics numerically via Excel and VBA. In addition, this was applied to analyze the effects of the thickness and inner diameter of the pressure vessel on the service life.

Numerical Study on Ignition Delay Time of CH4 as CO/H2 Addition in MILD Combustion (MILD 연소 환경에서 CO/H2 첨가에 따른 CH4의 점화 지연 시간의 해석적 연구)

  • Kim, Donghee;Huh, Kang Y.;Lee, Youngjae
    • Journal of the Korean Institute of Gas
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    • v.25 no.2
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    • pp.1-12
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    • 2021
  • MILD(Moderate or Intense Low-oxygen Dilution) combustion has attracted attention as the clean thermal energy technology due to the lower emissions of unburnt carbon and NOx. MILD combustion aims to enlarge the combustion reaction zone using the spontaneous ignition phenomenon of the reactants. In this study, the ignition delay time of CH4 according to the initial temperature of reactants and the addition of CO, H2 was investigated using a numerical approach. Ignition delay time became shorter as the increases of initial temperature and H2 addition. But, CO addition to the fuel increase the ignition delay time. In case of H2 addition to the fuel, the ignition delay time decreased because the higher fraction of HO2 promotes the decomposition of methyl radical(CH3) and produce OH radical. However, in case of CO addition to the fuel, ignition delay time inceased because a high proportion of HCO consumes H radical. There was no significant effect of HCO on the reduction of ignition delay time. Also, the increase rates of NO emissions by the addition of CO and H2 were approximately 7% and 1%, respectively. A high proportion of NCO affects the increase in NO production rate.

Creation of Crack BIM in Bridge Deck and Development of BIM-FEM Interoperability Algorithm (교량 바닥판의 균열 BIM 생성 및 BIM-FEM 상호 연계 알고리즘 개발)

  • Yang, Dahyeon;Lee, Min-Jin;An, Hyojoon;Jung, Hyun-Jin;Lee, Jong-Han
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.43 no.6
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    • pp.689-693
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    • 2023
  • Domestic bridges with a service life of more than 30 years are expected to account for approximately 54% of all bridges within the next 10 years. As bridges rapidly deteriorate, it is necessary to establish an appropriate maintenance plan. Recent domestic and international research have focused on the integration of BIM to digitize bridge maintenance information and then enhance accessibility and usability of the information. Accordingly, this study developed a BIM-FEM interoperability algorithm for bridge decks to convert maintenance information into data and efficiently manage the history of maintenance. After creating an initial crack BIM based on an exterior damage map, bridge specification and damage information were linked to a numerical analysis that performs damage analysis considering damage scenarios and design loads. The spread of cracks obtained from the analysis results were updated into the BIM. Based on the damage spread information on the BIM, an automated technology was also developed to assess both the current and future condition ratings of the bridge deck. This approach can enable an efficient maintenance of the deck using the history data from bridge inspection and diagnosis as well as future information on cracks and defects. The expected early detection and prevention would ultimately improve the lifespan and safety of bridges.