• Title/Summary/Keyword: Pipelines

Search Result 834, Processing Time 0.031 seconds

A Study on the Optimum Generation Condition of Ultrasonic Guided Waves for Insulation Pipelines (단열된 배관의 유도초음파 최적 발생조건 선정에 관한 연구)

  • Lee, Dong-Hoon;Cho, Hyun-Joon;Kang, To;Park, Dong-Jun;Kim, Byung-Duk;Huh, Yun-Sil;Lee, Yeon-Jae
    • Journal of the Korean Institute of Gas
    • /
    • v.20 no.6
    • /
    • pp.50-57
    • /
    • 2016
  • Pipeline is one of the most abundant components in petrochemical plant. It plays a critical role in transporting fluids. Some pipelines are thermally insulated by wrapping them with insulating materials to prevent the loss of energy. However, when corrosion begins under insulation, it cannot be easily seen without unwrapping the cover, and thus corrossion should be detected using a non-destructive ways such as ultrasound guided wave. In this paper, the piping where the CUI (Corrosion Under Insulation) which occurs in the insulation parts guided waves effectively the optimum condition which is theoretical for selected guided waves phase velocity dispersion curve and wave-structure. The results of this study are expected to be directly utilized for onsite inspection of pipeline's CUI in many petrochemical plants.

A Study on the Development of Long-term Self Powered Underground Pipeline Remote Monitoring System (자가 발전형 장기 지하매설배관 원격감시 장치 개발에 관한 연구)

  • Kim, Youngsear;Chae, Hyun-Byung;Seo, Jae-Soon;Chae, Soo-Kwon
    • Journal of the Korean Society for Environmental Technology
    • /
    • v.19 no.6
    • /
    • pp.576-585
    • /
    • 2018
  • Systematic management during the whole life cycle from construction to operation and maintenance is very important for the seven underground pipelines (waterworks, sewerage, electricity, telecommunications, gas, heating, oil including waterworks and sewerage). Especially, it is the construction process that affects the whole life cycle of underground buried pipeline. In order to construct a new city or to maintain different underground pipes, it is always necessary to dig the ground and carry out construction and related work. There is a possibility that secondary and tertiary breaks frequently occur in the pipeline construction process after the piping constructed first in this process. To solve this problem, a system is needed which can monitor damage in real time. However, the supply of electric power for continuous operation of the system is limited according to the environment of underground buried pipelines, so it is necessary to develop a stable electric power supply system using natural energy rather than existing electric power. In this study, we developed a system that can operate the pipeline monitoring system for long time (24 hours and 15 days) using natural energy using wind and solar light.

Interactions between pre-existing large pipelines and a new tunnel (기존 대구경 파이프라인과 신설터널간의 상호작용)

  • Jeong, Sun-Ah;Choi, Jung-In;Hong, Eun-Soo;Chun, Youn-Chul;Lee, Seok-Won
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.11 no.2
    • /
    • pp.175-188
    • /
    • 2009
  • When a new tunnel is excavated by the drill and blast method near pre-existing underground structures or tunnels due to the region restricted condition such as urban area, the ground will be relaxed by the excavation. In this case, issues can be created in terms of stability of pre-existing underground structures. One of major factors determining the stability of pre-existing underground structures can be a separation distance between pre-existing underground structures and a newly excavated tunnel. The region of ground relaxation defined by the plastic zone due to new excavation can be varied by separation distance. In this study, in other to estimate an influence of new tunnel excavation in terms of separation distance on the stability of pre-existing large pipelines, two-dimensional scaled model tests using plaster were performed for six models which have a different separation distance, The results show that based on the analysis of induced displacement during tunnel construction, the displacement decreases as the separation distance between large pipeline and new tunnel is increased until the distance is 2.5 times of pipeline diameter. Beyond this point, however, the displacement has become stabilized.

Designing Digital Twin Concept Model for High-Speed Synchronization (고속 동기화를 위한 디지털트윈 개념 모델 설계)

  • Chae-Young Lim;Chae-Eun Yeo;Ho-jin Sung
    • The Journal of the Convergence on Culture Technology
    • /
    • v.9 no.6
    • /
    • pp.245-250
    • /
    • 2023
  • Digital twin technology, which copies information from real space into virtual space, is being used in a variety of fields.Interest in digital twins is increasing, especially in advanced manufacturing fields such as Industry 4.0-based smart manufacturing. Operating a digital twin system generates a large amount of data, and the data generated has different characteristics depending on the technology field, so it is necessary to efficiently manage resources and use an optimized digital twin platform technology. Research on digital twin pipelines has continued, mainly in the advanced manufacturing field, but research on high-speed pipelines suitable for data in the plant field is still lacking. Therefore, in this paper, we propose a pipeline design method that is specialized for digital twin data in the plant field that is rapidly poured through Apache Kafka. The proposed model applies plant information on a Revit basis. and collect plant-specific data through Apache Kafka. Equipped with a lightweight CFD engine, it is possible to create a digital twin model that is more suitable for the plant field than existing digital twin technology for the manufacturing field.

Estimating the Area of Damage Caused by Gas Pipeline Leakage in Subway Construction Zones (지하철역 공사지역 도시가스 배관 누출로 인한 피해면적 산정)

  • Yang, Yong-Ho;Lee, Jae-Wook;Kong, Ha-Sung
    • The Journal of the Convergence on Culture Technology
    • /
    • v.10 no.2
    • /
    • pp.419-427
    • /
    • 2024
  • This study assessed the potential impact of gas leakage resulting from accidental damage to buried urban gas pipelines during perforating operation near subway construction sites. The risk of explosions due to ignition sources such as static electricity, arising from gas infiltrating the subway construction site through storm sewers and sewage pipes, was evaluated using the ALOHA program. The results of the threat zone calculation, which input various parameters of urban gas pipelines such as length, diameter, and pressure, indicated that the flammable area within the vapor cloud extended from 1.2 to 1.4 km (red zone), the blast area ranged from 0.8 to 1.0 km (yellow zone), and the jet fire extended from 45 to 61 m (red zone). This study demonstrates that within the flammable area of the vapor cloud, a specific combination of concentration and conditions can increase flammability. The blast area may experience explosions with a pressure of 1.0 psi, sufficient to break glass windows. In the event of a jet fire, high temperatures and intense radiant heat exposure lead to rapid fire propagation in densely populated areas, posing a high risk of casualties. The findings are presented in terms of the sphere of influence and threat zone ranges.

Flow Around a Pipeline and Its Stability in Subsea Trench

  • Lee, Seungbae;Jang, Sung-Wook;Chul H. Jo;Hong, Sung-Guen
    • Journal of Mechanical Science and Technology
    • /
    • v.15 no.4
    • /
    • pp.500-509
    • /
    • 2001
  • Offshore subsea pipelines must be stable against external loadings, which are mostly due to waves and currents. To determine the stability of a subsea pipeline on the seabed, the Morrison equation has been applied with prediction of inertia and drag forces. When the pipeline is placed in a trench, the force acting on it is reduced considerably. Therefore, to consider the stability of a pipeline in a trench, one must employ reduction factors. To investigate the stability of various trenches, we numerically simulated flows over various trenches and compared them with experimental data from PIV (Particle Image Velocimetry) measurements. The present results were produced ar Reynolds numbers ranging from 6$\times$10$^3$to 3$\times$10(sub)5 based on the diameter of the cylinder. Quasi-periodic flow patterns computed by large-eddy simulation were compared with experimental data in terms of mean flow characteristics fro typical trench configurations (W/H=1 and H/D=3, 4). The stability for various trench conditions was addressed in terms of mean amplitudes of oscillating lift and drag, and the reduction factor for each case was suggested for pipeline design.

  • PDF

An experimental study on the factors to improve the formation performance of gas hydrate (가스하이드레이트 제조성능 향상을 위한 영향인자 검토 연구)

  • Shin, Chang-Hoon;Kim, Yu-Na;Kwon, Ok-Bae;Park, Seung-Su;Han, Jeong-Min;Lee, Jeong-Hwan
    • Proceedings of the KSME Conference
    • /
    • 2007.05b
    • /
    • pp.2989-2994
    • /
    • 2007
  • Gas hydrates are ice-like crystalline compounds that form under low temperature and elevated pressure conditions. Although hydrate formation can pose serious flow-assurance problems in the gas pipelines or facilities, gas hydrates present a novel means for natural gas storage and transportation with potential applications in a wide variety of areas. An important property of hydrates that makes them attractive for use in gas storage and transportation is their very high gas-to-solid ratio. In addition to the high gas content, gas hydrates are remarkably stable. The main barrier to development of gas hydrate technology is the lack of an effective method to mass produce gas hydrate in solid form. The first objective of this study is investigating the characteristics of gas hydrate formation related to several factors such as pressure, temperature, water-to-storage volume ratio, concentration of SDS, heat transfer and whether stirred or not respectively. And the second objective is clarifying the relation between the formation efficiency and each factor in order to find the proper way or direction to improve the formation performance.

  • PDF

Nondestructive Creep Damage Evaluation of High-Temperature Pipelines by Ultrasonic Attenuation Measurement and Electric Resistance Methods (초음파 감쇠 및 전기저항 측정법에 의한 발전소 고온배관의 크리프손상 평가)

  • Lee, In-Cheol;Kil, Du-Song;Gung, Gye-Jo;Cho, Yong-Sang;Lee, Sang-Guk
    • Journal of Ocean Engineering and Technology
    • /
    • v.13 no.3 s.33
    • /
    • pp.100-107
    • /
    • 1999
  • Due to the high temperature and pressure, the materials of pipeline in power plant are degraded by creep damage. So far, many conventional measurement techniques such as replica method, electric resistance method, adn hardness test method for creep damage have been used. Among them, the replica method has mainly been used for the inspection of components. But this technique is restricted to the applications at the surface of the objects and cannot be used to material inside. In this paper, the measuring methods of evaluation by using ultrasonic attenuation and electric resistance for the creep detection of creep damage in the form of cavities on grain boundaries or intergranular microcracks were carried out. Absolute measuring method of quantitave ultrasonic attenuation technique for 1Cr0.5Mo material degradation was analyzed for determining the creep degradation steps using life prediction formula. As a result of measurement for creep specimens, we founded that the coefficient of utrasonic attenuation was increased as the increase of creep life fracton(${phi}c$) and the decreasing rate of wlwctric resistance was also increased.

  • PDF

Effect of Thickness Eccentricity on Plastic Collapse of Subsea Pipeline under External Pressure (외압하에서 해저배관의 소성붕괴에 대한 두께 불균일 효과)

  • Baek, Jong-Hyun;Kim, Young-Pyo;Kim, Woo-Sik
    • Journal of the Korean Institute of Gas
    • /
    • v.15 no.6
    • /
    • pp.14-19
    • /
    • 2011
  • The objective of this study was to investigate the effect of the thickness eccentricity on the collapse pressure of a subsea pipeline subjected to external pressure. The collapse behavior of the subsea pipeline containing initial imperfection was evaluated using elastic-plastic finite element (FE) analyses. API 5L X65 and API 5L X80 Pipelines with the thickness eccentricity values between 4~16% were adopted to investigate the plastic collapse under hydrostatic pressure. A parametric study was shown that the plastic collapse pressure decreased when either the thickness eccentricity or the ratio of diameter to thickness increased.

Reflection Characteristics of Eco Block on Seabed

  • Kim, Jeong-Seok;Lee, Joong-Woo;Kang, Seok-Jin;Lee, Yong-Hun
    • Journal of Navigation and Port Research
    • /
    • v.38 no.4
    • /
    • pp.421-427
    • /
    • 2014
  • In order to protect coastal facilities mainly from wave and current actions, the self-locking eco blocks constituting elements of protecting shore structures against scouring were designed. These blocks are adapted to the sloping bottom, coastal dunes, and submerged coastal pipelines, counteracting the destructive and erosive impulse action. A series of laboratory experiments has been conducted to investigate the reflection of water waves over and against a train of protruded or submerged shore structures and compare the reflecting capabilities of incident waves including wave forces. In this study the hydraulic model experiment was conducted to identify the performance of newly designed water affinity eco blocks to keep the coast slope and bottom mound from scouring by reduction of the wave reflection and to convince stability of the block placement. Revised design of each block element was also tested for field conditions. From the result of experiments, the field applicability of the developed blocks and placement was discussed afterward.