• Title/Summary/Keyword: Pipe diameter

Search Result 804, Processing Time 0.026 seconds

Effect of Design Factors in a Pump Station on Pressure Variations by Water Hammering (가압 펌프장에서 설계인자들이 수격에 의한 압력변동에 미치는 영향)

  • Park, Jong-Hoon;Sung, Jaeyong
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
    • /
    • v.17 no.4
    • /
    • pp.15-27
    • /
    • 2021
  • In this study, the effect of design factors in a pump station on the pressure variations which are the main cause of water hammering has been investigated by numerical simulations. As design factors, the flow rate, Young's modulus, diameter, thickness, roughness coefficient of pipeline are considered. The relationships between the pressure variations and the design factors are analyzed. The results show that the pressure variation increases sensitively with the flow rate and Young's modulus, and increases gradually with the thickness and roughness coefficient of pipe, whereas it decreases with the pipe diameter. The wavelength of the pressure wave becomes longer for a smaller Young's modulus, a smaller pipe thickness and a bigger pipe diameter. These relationships are nondimensionalized, and logarithmic curve-fitted functions are proposed by regression analysis. Most effective factors on the nondimensional pressure variation is Young's modulus. Flow rate, roughness coefficient, relative thickness and pipe diameters are the next impact factors.

Evaluation of Particle Removal Rate in Inclined-pipe Settling System for Stormwater Infiltration (강우유출수의 침투시 부하저감을 위한 경사관 침전장치의 효율평가)

  • Kim, Sangrae;Kim, Dongkeun;Mun, Jungsoo;Han, Mooyoung
    • Journal of Korean Society of Water and Wastewater
    • /
    • v.23 no.6
    • /
    • pp.719-726
    • /
    • 2009
  • One of the alternative runoff management measures is on-site runoff mitigation, such as rainwater retention tank and infiltration facilities especially the latter that is possible to manage simultaneously runoff quality and quantity as a perspective of water-cycle. This study was conducted to develop a particle separator, inclined-pipe settling system, that could improve particle removal efficiency of road runoff as a pre-treatment device of stormwater infiltration. Solid particles larger than $100{\mu}m$ are separated by simple sedimentation; however, the significant amount of pollutants with a diameter less than $100{\mu}m$ remain in suspension. Without any treatment in that case of the runoff into infiltrate, groundwater would be deteriorated and also infiltration rate would be decreased by clogging. Therefore, we suggest optimal design parameters (inclined angle, pipe length, and surface loading rate) of inclined-pipe settling system which can be designed to effectively remove particles diameter smaller then $70{\mu}m$. Thus, the results showed TSS removal efficiency more than 80% with a particle diameter between $20{\mu}m$ and $70{\mu}m$, 100% above particle diameter $70{\mu}m$ for the inflow rate $0.018 m^3/m^2{\cdot}hr$ with pipe inclined at angle $15^{\circ}$.

Response Analysis of Buried Pipelines Considering Longitudinal Permanent Ground Deformation (종방향 영구지반변형에 의한 매설관로의 거동 특성 해석)

  • 김태욱
    • Proceedings of the Earthquake Engineering Society of Korea Conference
    • /
    • 2000.10a
    • /
    • pp.184-191
    • /
    • 2000
  • In this research, a numerical model is developed for analysis of buried pipelines considering longitudinal permanent ground deformation(PGD) due to liquefaction induced lateral spreading. Buried pipelines and surrounding soil are medeled as continuous pipelines using the beam elements and a series of elasto-plastic springs uniformly distributed along the pipelines, respectively. Idealized various PGD patte군 based on the observation of PGD are used as a loading configuration and the length of the lateral spread zone is considered as a loading parameter. Numerical results are verified with other research results and efficient applicability of developed procedure is shown. Analyses are performed by varying different parameters such as PGD pattern, pipe diameter and pipe thickness. Results show that response of buried pipelines are more affected by pipe thickness than pipe diameter. Finally, the critical length of the lateral spread zone and the critical magnitude of PGD which cause yielding, local buckling or tension failure are proposed for the steel pipe which are normally used in Korea.

  • PDF

Surface Temperature Control of an Insulated Horizontal Pipe under Thermal Radiation Environment (복사효과를 포함하는 수평관 표면의 온도제어)

  • Kang, Byung-Ha;Pi, Chang-Hun;Kim, Suk-Hyun
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
    • /
    • v.23 no.1
    • /
    • pp.54-60
    • /
    • 2011
  • Procedures for estimation of insulation thickness for a horizontal pipe for condensation control or personnel protection has been investigated, parallel to the previous work of a vertical wall case. Parameters include pipe diameter, emissivity, thermal conductivity, and operating temperatures. The results indicated that the surface emissivity plays a very important role in the design of insulation, specially for the case of high temperature application with low Bi. The effect of surface radiation in such case could be up to 65% of the total. Required insulation thickness for the surface temperature control increases as pipe diameter increases and as surface emissivity decreases. Adequate revision of specifications or standards to include newly invented insulation materials with high emissivity has been also suggested.

A study of internal wave influence on OTEC systems

  • Shi, Shan;Kurup, Nishu V.;Halkyard, John;Jiang, Lei
    • Ocean Systems Engineering
    • /
    • v.3 no.4
    • /
    • pp.309-325
    • /
    • 2013
  • Ocean Thermal Energy Conversion (OTEC) systems utilize the temperature difference between the surface water and deep ocean water to generate electrical energy. In addition to ocean surface waves, wind and current, in certain locations like the Andaman Sea, Sulu Sea and the South China Sea the presence of strong internal waves may become a concern in floating OTEC system design. The current paper focuses on studying the dependence of the CWP hydrodynamic drag on relative velocity of the flow around the pipe, the effect of drag amplification due to vortex induced vibrations and the influence of internal waves on the floating semi and the cold water pipe integrated OTEC system. Two CWP sizes are modeled; the 4m diameter pipe represents a small scale prototype and the 10m diameter pipe represents a full commercial size CWP. are considered in the study.

Theoretical Analysis of Factors Affecting to Heat Transfer Limitation in Screen Mesh Wick Heat Pipe (스크린 메쉬윅 히트파이프의 열전달한계에 영향을 미치는 인자의 이론적 해석)

  • 이기우;노승용;박기호
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
    • /
    • v.14 no.11
    • /
    • pp.880-889
    • /
    • 2002
  • The purpose of the present study is to examine the factors affecting the heat transfer limitations of screen mesh heat pipe for electronic cooling by theoretical analysis. Diameter of pipe was 6 mm, and mesh numbers are 50, 100, 150, 200 and 250 and water was selected as a working fluid. According to the change of mesh number, wick layer, inclination and saturation temperature, capillary pressure, pumping pressure, liquid friction coefficient in wick, vapor friction coefficient, capillary limitation, entrainment limitation, sonic limitation and boiling limitation we analyzed by theoretical design method of a heat pipe. As some results, the capillary limitation in small diameter of heat pipe is largely affected by mesh number and wick layer.

A study on heat transport limitation for a perfluorocarbon heat pipe (PFC 히트파이프의 열전달 한계에 관한 연구)

  • 강환국;김재진;김철주
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
    • /
    • v.11 no.3
    • /
    • pp.313-320
    • /
    • 1999
  • A PFC(Perfluorocarbon) heat pipe has been used recently for cooling of GTO(gate turn off) thyristors or diodes in electric commuter trains. The present study was conducted to determine heat transport limitation of a PFC heat pipe which is one of the important parameters in heat pipes design. The variables such as tube diameter, fill charge ratio, internal surface structure and operating temperature were examined by way of experiment. Experimental data showed that the heat transport limitation of PFC heat pipe was considerably low and mostly dependent on tube diameter, with the value of 440~500W for d$o$/=22.23mm and 150~200W for d$o$=15.88mm. The other parameters had negligible effects, except for the case of small charge ratio less than 30%. Some correlations proposed by previous studies were in agreement with data from this study within 10~30%.

  • PDF

Pressure Losses in PVC Pipe and Fittings (PVC 배관부품의 마찰 손실)

  • Cho, Sung-Hwan;Choi, Jin-Hee
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
    • /
    • v.13 no.4
    • /
    • pp.209-214
    • /
    • 1984
  • Friction factors and equivalent sand roughness of PVC pipe fittings have been studied by experiments in the Reynolds number range of $2,000\~70,000$. PVC pipe fittings studied are straight pipes, $90^{\circ}$ elbows and tees with 15, 25, and 40mm in norminal diameter, all manufactured in Korea with KS mark approval. Equivalent relative roughness of PVC pipes obtained lies between smooth pipe and 0.002. The study shows that equivalent sand roughness of PVC pipes increasses in proportion of the square root of pipe diameter , and can be approximately abtained by multiplying 4 to the root mean square value measured by metal surface roughness tester. Loss coefficient of PVC $90^{\circ}$ elbows decreases slowly with increasing Reynolds number. Loss coeffiicent of tees is a function of ratio of flow rates and Reynolds number.

  • PDF

An Experimental Study for the Liquid Freezing Phenomena in a Pipe During Ice Plugging (결빙 관막음시 배관내 유체 결빙현상의 실험적 연구)

  • Park, Yeong-Don;Jo, Hyeon-Cheol;Choe, Byeong-Ik;Kim, Gwi-Sun
    • Transactions of the Korean Society of Mechanical Engineers B
    • /
    • v.25 no.3
    • /
    • pp.366-372
    • /
    • 2001
  • The ice plugging process consists of placing liquid nitrogen around a pipe and removing heat until the water in the pipe freezes and provides a solid plug or seal against fluid movement. This technique enables us to repair or inspect a pipe system without shutdown of entire system. A set of test apparatus for investigation of the liquid freezing phenomena during ice plugging is prepared. This study shows the characteristics of the liquid freezing and the heat transfer with various pipe and freezing jacket conditions. And in case there is flow of the fluid inside the pipe, the flow rate which can be able to form the ice plug is identified with the effect of the pipe diameter and freezing jacket length on the plug formation. The permissible maximum flow rate for the complete plug formation is approximately proportional to the freezing jacket length at the same pipe diameter condition.

Displacement Behavior of Tunnel under Bridge Abutment due to Supporting Systems (교량기초 하부에 위치한 터널의 지보방법에 따른 변위거동)

  • Yoo, Nam-Jae;Park, Byung-Soo;Jeong, Gil-Soo;Kim, Seung-Ryul
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2005.10a
    • /
    • pp.613-620
    • /
    • 2005
  • This research is experimental paper to prepare the structural safety of the upper bridge for support type on tunnel and the effect of settlement. Unit weight test and uni-axial compression test have been performed to simulate the physical property of foundation on the tunnel. Tunnel model of slip form type for centrifuge model has been developed to performed the tunnel excavation while field stress is activated. And the support type of tunnel such as umbrella arch method and large diameter steel pipe reinforce method has been tested for the centrifuge model. After the analysis of experiment, results show that internal displacement of large diameter steel pipe reinforce method is smaller than that of the umbrella arch method.

  • PDF