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Abstract

Heat pipes, as passive elements show a high level of reliability when taking heat away and they can take away heat flows having a significantly higher density than systems with forced convection. A heat pipe is a hermetically closed duct, filled with working fluid. Transport of heat in heat pipes is procured by the change of state of the working fluid from liquid state to steam and vice versa and depends on the hydrodynamic and heat processes in the pipe. This study have been focused on observing the impact these processes have on the heat process, the transport of heat within the heat pipe with the help of thermovision. The experiment is oriented at scanning the changes in the surface temperatures of the basic structural types of capillary heat pipes in vertical position.

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Authors and Affiliations

Patrik Nemec
Alexander Čaja
Richard Lenhard
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Abstract

This research work is devoted to the theoretical study of the pipe calibration on a mandrel. The aim of the study is to improve the precision of the calibrated pipes. As the paper shows, it is advisable to apply different methods of research depending on the purpose of the study of metal forming processes: mathematical, computer or physical simulation. Analytical review of existing mathematical models of the pipes calibration on a mandrel showed that the set of assumptions adopted in the mathematical modeling does not allow assessing the precision of the pipes during calibration. Therefore, finite-element method simulation package was used for this research. Research method and pipes precision index were developed on the basis of the computer simulation using Deform-3D package. The investigations have allowed us to get the dependence of the pipe precision on technological factors and to identify the root cause of reduced efficiency calibration – extrafocal deformation.
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Authors and Affiliations

D. Salikhyanov
A. Bogatov
H. Dyja
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Abstract

This paper presents the results of research regarding measurements of the values of pressure drops during horizontal flow of gas-liquid and gas-liquid-liquid mixture through 180o pipe bends. The conducted insightful analysis and assessment during multi-phase flow in pipe bends has enabled to develop a new method for determination of their values. This new method for determining pressure drops ensures higher precision of calculation in comparison to other methods presented in literature and can be applied for calculation of these parameters during multi-phase flows in pipe bends with various geometries.

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Authors and Affiliations

Stanisław Witczak
Marcin Pietrzak
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Abstract

With the improvement of the planning level of underground space, the location of the planned under-crossing tunnel can be known in advance when constructing the upper-span tunnel. Therefore, pre-protection measures can be taken in advance during the construction of the upper-span tunnel. A new pre-protection method of a pipe-jacking channel was proposed to reduce the adverse effects of under-crossing shield tunnels. Numerical simulations of different pre-protection schemes were carried out using the finite element method to analyze its deformation control effect. The simulation results show that the deformation control effect of the gantry reinforcement scheme is the most significant. It is shown that the displacement of the pipe-jacking channel is more significantly suppressed with pre-protection measures than without preventive protection measures. The vertical displacement curve of the pipe-jacking channel exhibits a “W” shape after the construction of the double-lane shield underpass. By comparing the three different working conditions, it is found that the maximum vertical displacement and surface settlement of the pipe-jacking channel greatly reduced the gantry reinforcement pre-protection. Compared with Case 3, the effect of the pre-protection measures adopted in Case 2 was less obvious, which indicated that the form of the pre-protection had an important influence on controlling the deformation of the pipe-jacking channel.
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Authors and Affiliations

Yunliang Cui
1 2
Xukun Yang
1 2
ORCID: ORCID
Xinquan Wang
1 2
Hongguo Diao
1 2
Xiao Li
1 2
Yuanyuan Gao
1 2

  1. School of Engineering, Hangzhou City University, Hangzhou 310015, PR China
  2. Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province, Hangzhou 310015, PR China
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Abstract

For most precious metal mines, cemented tailings backfill slurry (CTBS) with different cement-sand

ratio and solid concentration are transported into the gobs to keep the stability of the stope and mitigate

environmental pollution by mine tailing. However, transporting several kinds of CTBS through the same

pipeline will increase the risk of pipe plugging. Therefore, the joint impacts of cement-sand ratio and

solid concentration on the rheological characteristics of CTBS need a more in-depth study. Based on the

experiments of physical and mechanical parameters of fresh slurry, the loss of pumping pressure while

transporting CTBS with different cement-sand ratio, flux and solid mass concentration were measured

using pumping looping pipe experiments to investigate the joint impacts of cement-sand ratio and solid

concentration on the rheological characteristics of CTBS. Meanwhile, the effect of different stopped pumping

time on blockage accident was revealed and discussed by the restarting pumping experiments. Furthermore,

Fluent software was applied to calculate the pressure loss and velocity distribution in the pipeline to further

analysis experimental results. The overall trends of the simulation results were good agreement with the

experiment results. Then, the numerical model of the pipeline in the Sanshandao gold mine was conducted

to simulate the characteristics of CTBS pipeline transportation. The results show that the pumping pressure

of the delivery pump can meet the transportation requirements when there is no blockage accident. This

can provide a theoretical method for the parameters optimizing in the pipeline transportation system.

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Authors and Affiliations

Xiao Siyou
Liu Zhixiang
Jiang Yuanjun
Li Cheng
Sun Changning
Su Lijun
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Abstract

This paper presents the results of a laboratory study on the discharge capacity of sharp-crested weirs fitted with a horizontal edge in pipes during open-channel flow conditions and clean water used to measure the outflow. Such sharp-crested weirs are mounted in pipes and are used to control the inflow to separators. The stream profile does not correspond to the profile given by Bazin for sharp crested weirs in channels. A desired location of the water level measurement point for flow rate calculations was provided. Discharge curves were identified for three sharp-crested weirs of 0.0465, 0.0634 and 0.0771 m in height, installed in the pipe of 0.1534 m in diameter and inclinations of 0.5 and 1.0%. The discharge curves for weir flow with free nappe does not show a significant effect of the pipe slope on the weir discharge capacity. The non-dimensional formulas for the discharge capacity of the sharp-crested weir were found as general polynomial regressions. The results indicate that the calibrated sharp-crested weir with a horizontal edge placed in a pipe can be used to control the flow. Due to the scale effect, relationships obtained from the calibration cannot be generalised to other pipe diameters and weirs heights than those analysed.
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Authors and Affiliations

Janusz Kubrak
1
ORCID: ORCID
Elżbieta Kubrak
2
ORCID: ORCID
Joanne E. Binio
3
ORCID: ORCID

  1. Warsaw University of Life Sciences – SGGW, Faculty of Civil and Environmental Engineering, Nowoursynowska St, 166, 02-787 Warsaw, Poland
  2. Warsaw University of Life Sciences – SGGW, Water Center, Nowoursynowska St, 166, 02-787 Warsaw, Poland
  3. Fire University, Faculty of Civil Protection and Security Engineering, Słowackiego St, 52/54, 01-629 Warsaw, Poland
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Abstract

The potential applications of loop heat pipes (LHPs) are the nuclear power space systems, fuel cell thermal management systems, waste heat recovery systems, medium temperature electronic systems, medium temperature military systems, among others. Such applications usually operate in temperature ranges between 500–700 K, hence it is necessary to develop an LHP system that will meet this requirement. Such a thermal management device require to meet various technical problems and challenges currently existing in the development of LHP working in medium temperatures, including: (1) selection of appropriate working fluid; (2) selection of appropriate LHP construction material; (3) construction of suitable test rig capable of testing at elevated temperatures; (4) development of new testing methods. Currently, there are no proven working fluids that can be used in LHPs in medium temperature ranges. Water can be applicable only at temperatures up to 570 K. Caesium can be applicable at temperatures above 670 K. Organic fluids usually tend to generate non-condensable gasses and/or decompose at elevated temperatures and their viscosity dramatically increases. For halides, most of them are very reactive or toxic and their full property data are not available or the majority of the physical properties are predicted, also live tests and their environmental impact data are not adequate. As for casing/LHP construction material, there are no full chemical compatibility tables with most of the medium temperature working fluids and the reactivity of fluids significantly limits the potential materials. Also, testing such an LHP is an endeavour as the reactivity of medium temperature fluids and the use of obscure metals create new challenges. Altogether creates multiple challenges in the development, testing, handling and operating of LHP in the medium temperature range.
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Bibliography

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[4] Anderson W.G., Rosenfeld J.H., Angirasa D., Mi Y.: Evaluation of heat pipe working fluids in the temperature range 450 to 700 K. AIP Conf. Proc. 699(2004), 20.
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[11] Blauciak K., Szymanski P., Mikielewicz D.: The influence of loop heat pipe evaporator porous structure parameters and charge on its effectiveness for ethanol and water as working fluids. Materials 14(2021), 7029.
[12] Nikitkin M.N., Bienert W.B., Goncharov K.A.: Non condensable gases and loop heat pipe operation. SAE Tech. Pap. 981584. In: Proc. 28th Int. Conf. on Environmental Systems, 1998.
[13] Wrenn K.R., Wolf D., Kroliczek E.J.: Effect of non-condensible gas and evaporator mass on loop heat pipe performance. SAE Tech. Pap. 2000-01-2409. In: Proc. 30th Int. Conf. on Environmental Systems, 603–614, 2000.
[14] Ishikawa H., Ogushi T., Nomura T., Noda H., Kawasaki H., Yabe T.: Heat transfer characteristics of a reservoir embedded loop heat pipe (2nd report, influence of noncondensable gas on heat transfer characteristics). Heat Transf. Asian Res. 36(2007), 8, 459–473.
[15] Singh R., Akbarzadeh A., Mochizuki M.: Operational characteristics of the miniature loop heat pipe with non-condensable gases. Int. J. Heat Mass Tran. 53(2010), 17–18, 3471–3482.
[16] He J., Lin G., Bai L., Miao J., Zhang H.: Effect of non-condensable gas on the operation of a loop heat pipe. Int. J. Heat Mass Tran. 70(2014), 449–462.
[17] Prado-Montes P.: Development of an elevated temperature loop heat pipe for space applications and investigation of non-condensable gas impact on its performance. PhD thesis, Polytechnic University of Madrid, Madrid 2014.
[18] Devarakonda A., Xiong D., Beach E.D.: Intermediate temperature water heat pipe tests. AIP Conf. Proc. 746(2005), 158.
[19] Mishkinis D., Prado P., Sanz R., Radkov A., Torres A., Tjiptajardja T.: Loop heat pipe working fluids for intermediate temperature range: from –40°C to +125°C. In: Proc. 1st. Int. Conf. on Heat Pipes for Space Applications, Moscow, Sept. 2009.
[20] Mikielewicz D, Błauciak K.: Investigation of the influence of capilary effect on operation of the loop heat pipe. Arch. Thermodyn. 35(2014), 3, 59–80.
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Authors and Affiliations

Paweł Szymański
1
Dariusz Mikielewicz
1

  1. Gdansk University of Technology, Faculty of Mechanical Engineering and Ship Technology, Narutowicza 11/12,80-233 Gdansk, Poland
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Abstract

In this Paper, a parametric study on pipes buried in soil was performed illustrating the results of blast loading. Effects of various parameters such as the physical properties of water, oil, gas, air, soil, pipes, and TNT have been investigated. The arbitrary Lagrangian-Eulerian (ALE) method was employed using LS-DYNA software. The maximum pressure in a buried pipe explosive was observed at an angle of about 0° to 45° and the minimum pressure occurred at an angle of about 45° to 90°. Therefore, all figures in this study illustrate that fluid pressure levels in buried pipes can help in their stabilization. In generally, by increasing the 1.23 times of liquid density under the explosion, the pressure levels in the soil decreased by 1.3 percent. The gas pressure has been increasing more than oil and water pipes 39.73 and 40.52 percent, respectively.

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Authors and Affiliations

M. Parvizi
B. Aminnejad
A.R. Fiouz
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Abstract

This article engages in detailed discussion of the material properties of water pipes made of polyethylene (PE). It describes the influence of properties of the material (including its geometric dimensions) on the level of reliability of pipelines made from PE 100. Values for the index of reliability obtained from analyses carried out using probabilistic methodswere compared with those recommended for the index in regard to a reference period of 50 years and different Reliability Classes (RCs). The fully probabilistic (3rd level) method – Monte Carlo simulation method was used to analyze the reliability. The probabilistic calculations were carried out with account taken of different values for the coefficient of variation describing material parameters, adopted as random variables; as well as the correlations between them. The work detailed here reports an influence of material geometry on the reliability index reported for the analysed pipeline made from PE. Where the analysed PE pipe was associated with a coefficient of variation for wall thickness at or over 0.07, this denoted non-compliance with standard PN-EN 1990:2002 as regards the minimum level of reliability recommended for a reference period of 50 years and Reliability Class RC2.
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Bibliography

[1] European Standard. EN 1990: Eurocode – Basis of structural design. 2004.
[2] International Standard. ISO 2394: General principles on reliability for structures. 2015.
[3] ASTM International Standard. D 3350: Standard Specification for Polyethylene Plastics Pipe and Fittings Materials. 2014.
[4] K. Bortel, “Wpływ wybranych czynników na trwałosc rur z tworzyw termoplastycznych”, Przetwórstwo Tworzyw, 2011, vol. 17, no. 6, pp. 559–566.
[5] Y.G. Hsuan, R.M. Koerner, “Antioxidant Depletion Lifetime in High Density Polyethylene Geomembranes”, Journal of Geotechnical and Geoenvironmental Engineering, 1999, vol. 124, pp. 532–541.
[6] E. Kuliczkowska, A. Kuliczkowski, B. Tchórzewska-Cieslak, “The structural integrity of water pipelines by considering the different loads”, Engineering Failure Analysis, 2020, vol. 118, pp. 1–11, DOI: 10.1016/j.engfailanal.2020.104932.
[7] A.H. Awad, A.A. Abd El-Wahab, R. El-Gamsy, M.H. Abdel-Latif, “A study of some thermal and mechanical properties of HDPE blend with marble and granite dust”, Ain Shams Engineering Journal, 2019, vol. 10, pp. 353–358, DOI: 10.1016/j.asej.2020.02.001.
[8] X.T. Zheng, X.H. Zhang, L.W. Ma, W. Wang, J.Y. Yu, “Mechanical characterization notched high density polyethylene (HDPE) pipe: Testing and prediction”, International Journal of Pressure Vessels and Piping, 2019, vol. 173, pp. 11–19, DOI: 10.1016/j.ijpvp.2019.04.016.
[9] L-E. Janson, Plastics Pipes for Water Supply and Sewage Disposal, 4th ed. Stockholm: Borealis, 2003.
[10] International Standard. ISO 13477: Thermoplastics pipes for the conveyance of fluids – Determination of resistance to rapid crack propagation (RCP) – Small-scale steady-state test (S4 test). 2008.
[11] D. Castagnetti, E. Dragoni, G. ScireMammano, N. Fontani, I. Nuccini, V. Sartori, “Effect of sodium hypochlorite on the structural integrity of polyethylene pipes for potable water conveyance”, Proceedings of Plastic Pipes XIV, Budapest, 2008.
[12] F. Majid, F.M. Elghorba, “Critical lifetime of HDPE pipes through damage and reliability models”, Journal of Mechanical Engineering and Sciences, 2019, vol. 13, pp. 5228–5241.
[13] S. Vlase, D.D. Scarlatescu, M.L. Scutaru, “Stress Field in Tubes Made of High Density Polyethylene Used in Water Supply Systems”, Acta Technica Napocensis, 2019, vol. 62, pp. 273–280.
[14] The Design Of Buried Thermoplastics Pipes. [Online]. Available: https://www.prik.pl/images/pdf/ bibliografia/DesignOfBuriedPipesArecentUpdate-PDF.pdf. [Accessed: 24.11.2020].
[15] S. MacKellar, “UKWIR National Mains Failure Database”, in Proceedings of the Plastic Pipes XIII. Washington, 2006.
[16] S. Burn, P. Davis, T. Schiller, “Long-Term Performance Prediction for PVC Pipes”, AWWA Report 91092F, 2006.
[17] M. Kwietniewski, J. Rak, Niezawodnosc infrastruktury wodociagowej i kanalizacyjnej w Polsce.Warszawa: Polska AkademiaNauk.Komitet Inzynierii Ladowej i Wodnej. Instytut Podstawowych Problemów Techniki, 2010.
[18] “Flexible and rigid sewer pipes in Europe: Comparing performance and environmental impact”, Report on the TEPPFA-PLASTICS EUROPE. Sustainable Municipal Pipes Project, 2005.
[19] European Standard. EN 12201: Polyethylene (PE) pipes for water supply, and for drainage and sewerage under pressure – dimensions. 2011.
[20] International Standard. ISO 13761: Plastics pipes and fittings – Pressure reduction factors for polyethylene pipeline systems for use at temperatures above 20 degrees C. 2017.
[21] S. Wolinski, Podstawy Projektowania Konstrukcji”, in Budownictwo ogólne, Warszawa PWN, 2011.
[22] M. Słowik, I. Skrzypczak, R. Kotynia, M. Kaszubska, “The Application of a Probabilistic Method to the Reliability Analysis of Longitudinally Reinforced Concrete Beams”, Procedia Engineering, 2017, vol. 193, pp. 273–280, DOI: 10.1016/j.proeng.2017.06.214.
[23] J. Szyszka, J. Kogut, I. Skrzypczak,W. Kokoszka, “Selective Internal Heat Distribution in Modified Trombe Wall”, IOP Conference Series: Earth and Environmental Science, 2017, vol. 95, no. 4, DOI: 10.1088/1755-1315/95/4/042018.
[24] International Standard ISO 12162: Thermoplastics materials for pipes and fittings for pressure applications – Classification, designation and design coefficient. 2009.
[25] M. Bournonville, J. Dahnke, D. Darwin, “Statistical Analysis of the Mechanical Properties and Weight of Reinforcing Bars”, Structural Engineering and Engineering Materials, SL 04–1, 2004.
[26] M. Kwietniewski, K. Miszta-Kruk, ”Unreliability of Water Supply Networks in the Polish Towns Based on the Field Reliability Tests”, in Proceedings of The European Safety And Reliability Conference, Esrel, Troyes France, 2011.
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Authors and Affiliations

Andrzej Studzinski
1
ORCID: ORCID
Vlasta Ondrejka Harbulakova
2
ORCID: ORCID
Izabela Skrzypczak
1
ORCID: ORCID

  1. Rzeszow University of Technology, Faculty of Civil and Environmental Engineering and Architecture, ul. Poznanska 2, 35-084 Rzeszów, Poland
  2. Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolská 4, 042 00 Košice, Slovak Republic
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Abstract

The size and distribution of water demand within a given structural unit is the basis for the proper operation and planning of the expansion and modernization of the water supply system’s elements. In rural areas, particularly in municipalities adjacent to urban-industrial agglomerations, a change in the use of tap water has been increasingly observed. The water consumption for animal breeding or agricultural use, typical of these areas, has been decreasing and even disappearing. Water has been increasingly used for domestic purposes in single- and multi-family housing as well as for other purposes such as watering lawns and filling residential swimming pools. Taking this into account, this paper presents observations regarding daily water consumption in a municipality adjacent to Wrocław together with an analysis of the possibility of using the exponential smoothing method for the short-term forecasting of daily water consumption. The analyses presented in this paper were carried out using STATISTICA 13 software.
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Authors and Affiliations

Wojciech Cieżak
1
ORCID: ORCID
Małgorzata Kutyłowska
1
ORCID: ORCID

  1. Wrocław University of Science and Technology, Faculty of Environmental Engineering, Wybrzeze Wyspianskiego 27, 50-370 Wrocław, Poland
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Abstract

The production of thermal energy from solar energy by flat collectors finds nowadays many applications due to their innumerable economic and environmental interests. Currently, conservation of energy resources has become a global priority. On the other hand, given the dizzying demand for energy, has led specialists to find new techniques, such as renewable energies (solar, wind and geothermal). The present work is a contribution, by numerical simulation, to the study of heat transfer in flat solar collectors. On the basis of some experimental data, several simulation calculations have been carried out in order to determine the influencing parameters allowing better performance of the sensors and ensuring a good homogeneity of the temperature distributions. Based on the observation that, due to the low thermophysical properties of the air used as heat transfer fluid, solar air collectors rather give poor yields. It has been found very useful to have ‘baffling’ obstacles of various shapes and forms in the solar collector duct. This increases the thermal transfer of a coolant, which clearly improves the thermal efficiency of the solar air collector. This article consists mainly of studying the effects on heat transfer of turbulent forced convection by baffles of zigzag shapes, placed in a rectangular channel, using the finite volume method. The pressure-velocity coupling has been processed by the SIMPLEC algorithm. The results are presented in terms of the average Nusselt number and temperature field for different positions.

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Authors and Affiliations

Nabila Guendouz
Nacereddine Bibi-Triki
Faouzi Didi
Chhafika Zidani
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Abstract

In the paper presented are studies on the investigation of the capillary forces effect induced in the porous structure of a loop heat pipe using water and ethanol ad test fluids. The potential application of such effect is for example in the evaporator of the domestic micro-CHP unit, where the reduction of pumping power could be obtained. Preliminary analysis of the results indicates water as having the best potential for developing the capillary effect.

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Authors and Affiliations

Dariusz Mikielewicz
Krzysztof Błauciak
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Abstract

The paper presents experimental results of the visualization of the nonlinear aeroacoustic sound generation phenomena occurring in organ flue pipe. The phase-locked particle image velocimetry technique is applied to visualize the mixed velocity field in the transparent organ flue pipe model made from Plexiglas. Presented measurements were done using synchronization to the tone generated by the pipe itself sup- plied by controlled air flow with seeding particles. The time series of raw velocity field distribution images show nonlinear sound generation mechanisms: the large amplitude of deflection of the mean flue jet and vortex shedding in the region of pipe mouth. Proper Orthogonal Decomposition (POD) was then applied to the experimental data to separately visualize the mean mass flow, pulsating jet mass flow with vortices and also sound waves near the generation region as well as inside and outside of the pipe. The resulting POD spatial and temporal modes were used to approximate the acoustic velocity field behaviour at the pipe fundamental frequency. The temporal modes shapes are in a good agreement with the microphone pressure signal shape registered from a distance. Obtained decomposed spatial modes give interesting insight into sound generating region of the organ pipe and the transition area towards the pure acoustic field inside the resonance pipe. They can give qualitative and quantitative data to verify existing sound generation models used in Computational Fluid Dynamics (CFD) and Computational Aero-Acoustics (CAA).
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Authors and Affiliations

Witold Mickiewicz
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Abstract

This paper presents a new welding quality evaluation approach depending on the analysis

by the fuzzy logic and controlling the process capability of the friction stir welding of

pipes (FSWoP). This technique has been applied in an experimental work developed by

alternating the FSW of pipes process major parameters: rotation speed, pipe wall thickness

and travel speed. variable samples were friction stir welded of pipes using from 485 to 1800

rpm, 4–10 mm/min and 2–4 mm for the rotation speed, the travel speed, and the pipe wall

thickness respectively. DMAIC methodology (Defining, Measuring, Analyzing, Improving,

Control) has been used as an approach to analyze the FSW of pipes, it depends on the

attachment potency and technical commonplace demand of the FSW of pipes process.

The analysis controlled the Al 6061 friction stir welded joints’ tensile strength. To obtain

the best tensile strength, the study determined the optimum values for the parameters from

the corresponding range.

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Authors and Affiliations

Ibrahim Sabry
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Abstract

This paper presents a design of a tracked in-pipe inspection mobile robot with an adaptive drive positioning system. The robot is intended to operate in circular and rectangular pipes and ducts, oriented horizontally and vertically. The paper covers a design process of a virtual prototype, focusing on track adaptation to work environment. A mathematical description of a kinematic model of the robot is presented. Operation of the prototype in pipes with a cross-section greater than 210 mm is described. Laboratory tests that validate the design and enable determination of energy consumption of the robot are presented.

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Bibliography

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Authors and Affiliations

Michał Ciszewski
Michał Wacławski
Tomasz Buratowski
Mariusz Giergiel
Krzysztof Kurc

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Abstract

The performance of ten wickless heat pipes without adiabatic sections is investigated experimentally at low heat inputs 120 to 2000 W/m2 for use in solar water heaters. Three heat pipe diameter groups were tested, namely 16, 22, and 28.5 mm. Each group had evaporator lengths of 1150, 1300, and 1550 mm, respectively, with an extra evaporator length of 1800 mm added to the second group. The condenser section length of all heat pipes was 200 mm. Ethanol, methanol, and acetone were utilized as working fluids, at inventory of 25%, 50%, 70%, and 90% by evaporator volume respectively. The 22 mm diameter pipes were tested at inclination angles 30◦, 45◦, and 60◦. Other diameter groups were tested at 45◦ only. Experiments revealed increased surface temperatures and heat transfer coefficients with increased pipe diameter and evaporator length, and that increased working fluid inventory caused pronounced reduction in evaporator surface temperature accompanied by improved heat transfer coefficient to reach maximum values at 50% inventory for the selected fluids. Violent noisy shocks were observed with 70% and 90% inventories with the tested heat pipes and the selected working fluids with heat flux inputs from 320–1900 W/m2. These shocks significantly affected the heat pipes heat transfer capability and operation stability. Experiments revealed a 45◦ and 50% optimum inclination angle of fill charge ratio respectively, and that wickless heat pipes can be satisfactorily used in solar applications. The effect of evaporator length and heat pipe diameter on the performance was included in data correlations.

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Authors and Affiliations

Hassan Naji Salman Al-Joboory
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Abstract

The aim of this paper is twofold: to estimate the unsteady pressure-flow variations in gas transmission pipelines using the ensemblebased data assimilation approach and to analyse the strength of steel tubes reinforced with composite sleeves containing localized part-wall thickness loss caused by corrosion while taking into consideration a safe operating pressure of the pipeline. For a steel thin-walled cylinder containing a partwall metal loss, a flexible wrap of fibreglass as well as carbon glass with epoxy resin are determined. The strength of the repaired pipeline with two kinds of materials for sleeves is investigated taking into consideration the internal pressure at the defect location. For the case study, a section of the Yamal transit pipeline on the Polish territory is selected. The results enable pipeline operators to evaluate the strength of corroded steel pipelines and develop optimal repair activities, which are of vital importance for the maintenance and operation of underground steel networks.

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Authors and Affiliations

Maciej Witek
Ferdinand Uilhoorn
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Abstract

In 2021, the Polish gas transmission system operator GAZ-SYSTEM, in cooperation with the Danish gas and electricity transmission system operator Energinet, began construction of a new gas pipeline from Norway to Poland via Denmark. It will be the first connection of Scandinavian countries with Central-Eastern European countries. The Baltic Pipe gas pipeline is very important for Poland, which is gradually reducing its dependence on Russian gas supplies and strives to expand the energy infrastructure with neighboring countries in order to integrate the Central and Eastern European gas system within the North-South corridor and become a gas hub in this part of Europe. The aim of this article is to answer the following questions: How important is the Baltic Pipe for Poland? Will the gas pipeline have a significant impact on the diversification of gas supplies in short-term and will it contribute to the improvement of the energy security of Central and Eastern Europe in long-term? Will it contribute to the integration of energy systems within the North-South Corridor and the Three Seas Initiative?
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Authors and Affiliations

Oksana Voytyuk
1
ORCID: ORCID

  1. Department of History&International Relations, University in Bialystok, Poland
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Abstract

A new expression is proposed to calculate the earth-energy of an earth-air-pipe heat exchanger during winter heating for three kinds of soil in France. An analytical model is obtained by using numerical computation developed in Scilab – a free open source software. The authors showed the comparison between their simple analytical model and experimental results. They showed the influence of different parameters to specify the size of the heat exchanger.

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Authors and Affiliations

Vincent M.F. Molcrette
Vincent A.R. Autier
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Abstract

The airflow through a two-dimensional horizontal rectangular cross-section channel in the presence of two baffles has been numerically examined and analyzed in the steady turbulent regime. The baffles were of the zig-zag type or plane one. The calculations are based on the finite volume approach and the average Navier–Stokes equations along with the energy equation, have been solved using the SIMPLE algorithm. The nonuniform structured quadrilateral-type element mesh is used in this study. The fluid flow patterns represented for Reynolds numbers based on the hydraulic diameter of the channel ranging from 5000 to 20 000. Effects of various Reynolds number values on flow fields, dimensionless axial velocity profiles, as well as local and average friction coefficients in the test channel is presented. The obtained results show that the flow structure is characterized by strong deformations and large recirculation regions. In general, the fluid velocity and skin friction loss rise with the increase in the flow rate and hence the Reynolds number.

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Authors and Affiliations

Chafika Zidani
Boumédiènne Benyoucef
Faouzi Didi
Nabila Guendouz
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Abstract

The airflow in the mouth of an open and closed flue organ pipe of corresponding geometrical proportions is studied. The phase locked particle image velocimetry with subsequent analysis by the biorthogonal decomposition is employed in order to compare the flow mechanisms and related features. The most significant differences lie in the mean velocity distribution and rapidity of the jet lateral motion. Remarks on the pressure estimation from PIV data and its importance for the aeroacoustic source terms are made and a specific example is discussed.

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Authors and Affiliations

Viktor Hruška
Pavel Dlask
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Abstract

Heating, ventilation, air conditioning (HVAC) is one of crucial system in a vehicle. Unfortunately, its performance can be affected by the vibration of HVAC components, which subsequently produced unwanted noises. This paper presents an innovative design solution which called as tuneable dynamic vibration absorber (TDVA) to reduce the humming-type noise and vibration in the HVAC system. A detail investigation is carried by developing a lab-scale HVAC model that has the capability to imitate the real HVAC operation in a vehicle. An alternated air-condition (AC) with a fixed blower speed is implied in the study. The analysis of hummingtype noise and vibration induced from the HVAC components are performed, and the TDVA is designed and tuned according to the natural frequency of the AC pipe before the attachment. The humming-type noise and vibration characteristics of the HVAC components are compared before and after the implementation of the TDVA. The findings shown that the HVAC model data compares well with the vehicle data, whereby the implementation of TDVA is found to reduce the vibration of the AC pipe by 79% and 61% in both idle and operating conditions and this subsequently improved the humming-type noise of the HVAC system. It also been observed that the TDVA has an effective frequency range around 75–255 Hz and 100–500 Hz for the HVAC model and vehicle systems, respectively.
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Authors and Affiliations

Muhammad Safwan Abdul Aziz
1
Ahmad Zhafran Ahmad Mazlan
1
Mohd Hafiz Abdul Satar
1
Muhammad Abdul Rahman Paiman
2
Mohd Zukhairi Abd Ghapar
2

  1. The VibrationLab, School of Mechanical Engineering, Universiti Sains Malaysia, Engineering Campus, Penang, Malaysia
  2. Testing and Development, Vehicle Development and Engineering, Proton Holdings Berhad, Shah Alam, Selangor, Malaysia
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Abstract

The reflection coefficient of the open end belongs among the essential parameters in the physical description of a flue organ pipe. It leads directly to practical topics such as the pipe scaling. In this article, sound propagation is investigated inside an organ pipe with the most intense mean flow that is achievable under musically relevant conditions. A theoretical model is tested against the experimental data to obtain a suitable formula for the reflection coefficient when a non-negligible flow through the open end is considered. The velocity profile is examined by means of particle image velocimetry. A fully developed turbulent profile is found and interactions of the acoustic boundary layer with the turbulent internal flow are discussed. A higher value of the end correction than expected from the classical result of Levine and Schwinger is found, but this feature shall be associated with the pipe wall thickness rather than the mean flow effects.
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Bibliography

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Authors and Affiliations

Viktor Hruška
1
Pavel Dlask
1

  1. Academy of Performing Arts in Prague, Musical Acoustics Research Centre, Prague, Czech Republic
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Abstract

Wave motion in pipe bends is much more complicated than that in straight pipes, thereby changing considerably the propagation characteristics of guided waves in pipes with bends. Therefore, a better understanding of how guided waves propagate in pipe bends is essential for inspecting pipelines with bends. The interaction between a pipe bend and the most used non-dispersive torsional mode at low frequency in a small-bore pipe is studied in this paper. Experiments are conducted on a magnetostrictive system, and it is observed that T(0,1) bend reflections and mode conversions from T(0,1) to F(1,1) and F(2,1) occur in the pipe bend. The magnitude of the T(0,1) bend reflections increases with increasing propagation distance and excitation frequency. The amplitude of the mode-converted signals also increases with increasing propagation distance, but it decreases with increasing excitation frequency. Because of their longer bent path, the test signals for a pipe bend with a bending angle of 180X are much more complicated than those for one with a bending angle of 90X. Therefore, it is even more difficult to scan a bent pipe with a large bending angle. The present findings provide some insights into how guided waves behave in pipe bends, and they generalize the application of guided-wave inspection in pipelines.

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Authors and Affiliations

Wenjun Wu
Junhua Wang

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