Relevant bibliographies by topics / Slurry Flow in Inclined Pipes and Bends

Contents

  1. Journal articles
  2. Conference papers

Academic literature on the topic 'Slurry Flow in Inclined Pipes and Bends'

Author: Grafiati
Published: 3 June 2025
Last updated: 20 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Slurry Flow in Inclined Pipes and Bends.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Slurry Flow in Inclined Pipes and Bends"

1

Niezgoda-Żelasko, B., and J. Żelasko. "Flow resistance of ice slurry in bends and elbow pipes." Journal of Physics: Conference Series 530 (August 22, 2014): 012054. http://dx.doi.org/10.1088/1742-6596/530/1/012054.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Singh, Jatinder Pal, Satish Kumar, and SK Mohapatra. "An experimental study on head loss characteristics of pipe bends for flow of coal–water slurry at high solid concentration." Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering 233, no. 5 (2019): 1151–61. http://dx.doi.org/10.1177/0954408919844928.

Full text
Abstract:
Bending of pipes is a major problem facing the engineers during the construction of a long pipeline for transporting coal–water slurry. However, the use of 90° bends in slurry transportation is restricted because it causes high head loss, and so very high pumping power is required to overcome this resistance. In this context, the present study is carried out to reduce the head loss for the flow of coal–water suspension across 90° pipe bends by varying bend geometry. Rheological experiments were performed to study flow characteristics of coal–water suspension with/without the additive. Coal–wat
APA, Harvard, Vancouver, ISO, and other styles
3

Kesely, Mikoláš, Václav Matoušek, and Pavel Vlasák. "Settling slurry flow near deposition velocity in inclined pipe of negative slope." EPJ Web of Conferences 213 (2019): 02040. http://dx.doi.org/10.1051/epjconf/201921302040.

Full text
Abstract:
Pipe flow of sand-water slurry (settling slurry) is sensitive to pipe inclination. The effect of the angle to which the partially stratified flow is inclined from the horizontal has been subject to investigation in numerous studies. However, almost all of them focus on ascending flows, i.e. flows inclined to positive angles of inclination. It is well known that settling slurry flows inclined to negative slopes (descending flows) differ from those inclined to positive slopes, particularly at velocities near the deposition limit. The deposition limit velocity is the flow velocity at which statio
APA, Harvard, Vancouver, ISO, and other styles
4

Zhang, Guodong, and Kun Chao. "Downward flow of proppant slurry through curving pipes during horizontal well fracturing." Oil & Gas Science and Technology – Revue d’IFP Energies nouvelles 73 (2018): 31. http://dx.doi.org/10.2516/ogst/2018032.

Full text
Abstract:
The transport of proppant-fracturing fluid mixture in a fracturing pipe can significantly affect the final proppant placement in a hydraulic fracture in horizontal well fracturing. To improve the understanding of the hydrodynamic performance of proppants in a curving fracturing pipe, a modified two-layer transport model was proposed by taking the viscoelastic properties of carrier fluid into consideration. Fluid temperature was determined by an energy equation in order to accurately characterize its rheological properties, and the Chang–Darby model was used to represent the viscosity-shear rat
APA, Harvard, Vancouver, ISO, and other styles
5

Javed, Kashif, Vinoj Kurian, and Amit Kumar. "Experimental Study on Two-Phase (Solid-Liquid) Flows of Ground Wheat Straw in Inclined Pipes." Journal of the ASABE 67, no. 1 (2024): 69–90. http://dx.doi.org/10.13031/ja.15730.

Full text
Abstract:
Highlights Knife milled wheat straw-water slurry flow through inclined pipes at various inclinations is experimentally studied. Slurry concentration and pipe inclination affect the onset velocity of drag reduction and the percentage of drag reduction. The critical mass concentration of maximum drag reduction is a vital function of velocity and is independent of the pipe angle. Downhill wheat straw slurry flows exhibit the most significant reduction in drag and the smallest onset velocities. Wheat straw slurry flows moving uphill exhibit nonmonotonic variations in onset velocity and drag reduct
APA, Harvard, Vancouver, ISO, and other styles
6

Tieli, Wang. "Research of friction characteristics on the hydraulic transportation in inclined slurry-pipe." E3S Web of Conferences 198 (2020): 01030. http://dx.doi.org/10.1051/e3sconf/202019801030.

Full text
Abstract:
By analyzing the momentum transfer and velocity both of solid particles and water over the acceleration time of solid particles, as well as interaction mechanism between water and solid particals, a new model is proposed to predict friction loss for setting slurry flow in inclined pipe. The hydraulic gradient formula for inclined pipes summarized by the author is confirmed by a large amount of experimental data. The results show that the deviation between the theoretical value of the model proposed by the author and the measured value is not more than 13.33%, which is the smallest among all re
APA, Harvard, Vancouver, ISO, and other styles
7

Vlasák, Pavel, Zdeněk Chára, and Jiří Konfršt. "Flow behaviour and structure of heterogeneous particles-water mixture in horizontal and inclined pipes." EPJ Web of Conferences 180 (2018): 02120. http://dx.doi.org/10.1051/epjconf/201818002120.

Full text
Abstract:
The effect of slurry velocity and mean concentration of heterogeneous particle-water mixture on flow behaviour and structure in the turbulent regime was studied in horizontal and inclined pipe sections of inner diameter D = 100 mm. The stratified flow pattern of heterogeneous particle-water mixture in the inclined pipe sections was revealed. The particles moved mostly near to the pipe invert. Concentration distribution in ascending and descending vertical pipe sections confirmed the effect of fall velocity on particle-carrier liquid slip velocity and increase of in situ concentration in the as
APA, Harvard, Vancouver, ISO, and other styles
8

Bose, Aniruddha, Duncan J. Borman, Timothy N. Hunter, Julian T. Spencer, and Christopher J. Cunliffe. "Numerical investigation of fill height and secondary currents in an inclined partially filled pipe flow." Journal of Physics: Conference Series 2899, no. 1 (2024): 012017. http://dx.doi.org/10.1088/1742-6596/2899/1/012017.

Full text
Abstract:
Abstract Partially filled pipes are used in industrial processes to transport liquid and particle laden flows. A good understanding of the three-dimensional flow in these pipes is critical to ensure material is transported without issue, for example without particulates settling out. In this work, air-water two-phase flows in a partially filled pipe geometry of an industrial slurry transport rig are investigated using unsteady Volume of Fluid (VOF) RANS model in OpenFOAM to investigate fill height and secondary currents. Both are important factors in partially filled pipes where the water dept
APA, Harvard, Vancouver, ISO, and other styles
9

Li, Xinggao, Yingran Fang, Yidong Guo, and Xingchun Li. "Slurry Discharge Pipeline Damage and Wear Due to Transporting Rock Particles during Slurry Shield Tunneling: A Case Study Based on In Situ Observed Results." Applied Sciences 13, no. 12 (2023): 7103. http://dx.doi.org/10.3390/app13127103.

Full text
Abstract:
Rock particles in excavated materials can damage and wear down slurry discharge pipelines when slurry shield tunneling occurs in a pebble layer and rock ground. This pipeline damage and wear, if not properly dealt with, can lead to a broken-down tunneling machine. Based on a slurry shield tunneling project in China, damage and wear were thoroughly examined. The observed pipeline wear and leaks, transported rock particles, mechanical properties, and flow rate of the carrier slurry were presented. The measured results showed that the wear rates of a straight pipe, a pipe along a curved tunnel, a
APA, Harvard, Vancouver, ISO, and other styles
10

Dong, Huizhen, Nuraini Abdul Aziz, Helmi Zulhaidi Mohd Shafri, and Kamarul Arifin Bin Ahmad. "Numerical Study on Transportation of Cemented Paste Backfill Slurry in Bend Pipe." Processes 10, no. 8 (2022): 1454. http://dx.doi.org/10.3390/pr10081454.

Full text
Abstract:
With the development of coal mining, the use of elbows has diversified the forms of underground backfill pipelines, which has inevitably complicated the transportation characteristics of filling slurry in the pipeline, thus affecting the entire backfilling system. The objective of this study is to numerically investigate the running state of cemented paste backfilling (CPB) slurry and coarse particles at different velocities by transporting in bend pipes. To better understand the transportation state of CPB slurry in pipeline, a computational fluid dynamics (CFD) model—mixture model was develo
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Slurry Flow in Inclined Pipes and Bends"

1

Kumar, Arvind, D. R. Kaushal, and Umesh Kumar. "3D CFD Modeling and Experimental Validation for Slurry Flow Through Pipe Bend." In ASME 2008 9th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2008. http://dx.doi.org/10.1115/esda2008-59087.

Full text
Abstract:
Bends are integral part of any slurry pipeline system and are prone to excessive wear. Therefore, a detailed knowledge of the flow characteristics in the bends will enable us to identify the causes of excessive wear which in turn may help in developing remedial steps to control the excessive wear. In the present study, experimental data are collected in a 90 degree horizontal pipe bend having bend radius of 148 mm situated in a pilot plant test loop with pipe diameter of 53 mm. The experiments are performed at volumetric concentration of 16.28% of silica sand having mean particle diameter of 4
APA, Harvard, Vancouver, ISO, and other styles
2

Masanobu, Sotaro, Satoru Takano, Marcio Yamamoto, Yuichi Murai, Yuji Tasaka, and Hyun Jin Park. "Study on Large Particle Slurry Transport in Inclined Pipes With Pulsating Flow for Subsea Mining." In ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/omae2023-100939.

Full text
Abstract:
Abstract For subsea mining, it is important to predict the pressure loss in oscillating pipes with pulsating slurry flow for the safe and reliable operation of ore lifting. The configuration of pipe is expected to have not only vertical but also inclined parts. In the present paper, the authors focused on the pulsating internal slurry flow in static inclined pipes and derived the mathematical model to predict the pressure loss in such conditions. The slurry transport experiment was carried out to investigate the effects of pulsating slurry flow on the pressure loss in inclined pipes. In the ex
APA, Harvard, Vancouver, ISO, and other styles
3

Takano, Satoru, Sotaro Masanobu, Shigeo Kanada, Masao Ono, Motoki Araki, and Hiroki Sasagawa. "Experimental Studies of Pressure Loss for Large Particle Slurry Transport in Oscillated Pipe for Subsea Mining." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61238.

Full text
Abstract:
Subsea minerals exist in the deep water within Japanese exclusive economic zone. Development of slurry pump passing large particles is required for lifting ore. In design of slurry pump, it is significant to estimate the pressure loss in a riser pipe for large particle slurry transport. Therefore the authors have been studied the slurry flow model for large particle slurry transport. In addition, the authors developed the model for the static pipe including the inclined configurations. Since the lifting pipe will be oscillated due to the connected ship motion and VIV (Vortex Induced Vibration)
APA, Harvard, Vancouver, ISO, and other styles
4

Wood, R. J. K., T. F. Jones, and J. Ganeshalingam. "Erosion in Swirl-Inducing Pipes." In ASME 2002 Joint U.S.-European Fluids Engineering Division Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/fedsm2002-31287.

Full text
Abstract:
Swirl inducing pipes are proposed for the alleviation of problems of poor particle distribution and sliding wear, particularly at downstream bends and elbows. In a well-designed conventional pipeline, the mean axial velocity to assure good dispersion of particles is much greater than the velocity required to merely transport the slurry. This gives the impetus to design swirl-inducing pipes which allow for reduced pumping power, and reduced erosion, while efficiently maintaining suspension at strategic points. This paper covers research that has been aimed at producing good distribution of part
APA, Harvard, Vancouver, ISO, and other styles
5

Masanobu, Sotaro, Satoru Takano, and Marcio Yamamoto. "Numerical Simulation of Pulsating Slurry Flow in a Jumper for Subsea Mining." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-124676.

Full text
Abstract:
Abstract For the design and operation of a subsea mining system, it is important to predict pressure loss due to the hydraulic transport of solid particles in the lifting system. The lifting system has a short flexible jumper to connect the seafloor mining tool to the lifting pump and a vertical riser pipe connecting this pump to the production support vessel. The configuration of the flexible jumper shall have an inclined part so that the mining tool can move freely on the seafloor. In the actual mining system, the slurry flow in the pipe system is expected to be unsteady. Then, the time-doma
APA, Harvard, Vancouver, ISO, and other styles
6

Matoušek, Václav, Jan Krupička, Jiří Konfršt, and Pavel Vlasák. "Effect of Pipe Inclination on Solids Distribution in Partially Stratified Slurry Flow." In ASME-JSME-KSME 2019 8th Joint Fluids Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/ajkfluids2019-5397.

Full text
Abstract:
Abstract Partially stratified flows like flows of sand-water slurries exhibit non-uniform distribution of solids (expressed as a vertical profile of local volumetric concentration) in a pipe cross section. The solids distribution in such flows is sensitive to pipe inclination. The more stratified the flow is the more sensitive its concentration profile is to the pipe slope. In general, the distribution tends to become more uniform (less stratified) if the inclination angle increases from zero (horizontal pipe) to positive values (ascending pipe) up to 90 degree (vertical pipe). In a pipe incli
APA, Harvard, Vancouver, ISO, and other styles
7

Takano, Satoru, Hirotaka Sato, Takashi Terao, Sotaro Masanobu, and Seiya Kawano. "Study on Pipe Wear Evaluation Based on Large Scale Experiment for Deep Sea Mining." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95270.

Full text
Abstract:
Abstract Japan Oil, Gas and Metals National Corporation (JOGMEC) has been conducting R&D of production system for Seafloor Massive Sulfides (SMS) mining. In order to reach commercialization stage in SMS development, the pipe wear due to slurry flow is one of many technical issues to be solved. In the present paper, the authors conducted the large scale experiment using full scale pipes to obtain the various data on pipe wear, and investigated the pipe wear amount in commercial operation. In the experiment, SUS 304 and UHPE were used for the inner materials of test pieces. In addition, the
APA, Harvard, Vancouver, ISO, and other styles
8

Lamoureux, Alexandre, and B. Rabi Baliga. "Experimental Study of a Closed-Loop Thermosyphon Operating With Slurries of a Microencapsulated Phase-Change Material." In ASME 2013 Heat Transfer Summer Conference collocated with the ASME 2013 7th International Conference on Energy Sustainability and the ASME 2013 11th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/ht2013-17547.

Full text
Abstract:
An experimental investigation of steady, laminar, fluid flow and heat transfer in a vertical closed-loop thermosyphon operating with slurries of a microencapsulated phase-change material (MCPCM) suspended in distilled water is presented. The MCPCM particles consisted of a solid-liquid phase-change material (PCM) encapsulated in a thin polymer resin shell. Their effective diameter was in the range 0.5 to 12.5 micrometers, and had a mean value of 2.5 micrometers. The melting and freezing characteristics and the latent heat of fusion of the PCM were determined using a differential scanning calori
APA, Harvard, Vancouver, ISO, and other styles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography