Abstract

This note presents the results of an experimental study of circular sand jets in air from three nozzles of diameter of 19.2, 31.1 and 63.8 mm. It was found that the frontal speeds of the sand jets and the steady sand jet velocity accelerate due to gravity with negligible air resistance. The sand velocity does not appear to be affected by sand particle sizes for the three sizes tested. The diameters of sand jets, as they travel downwards, decrease and gradually approach an asymptotic value after a distance of 120 times of the initial jet diameter. The sand concentration in the jet decreases as the distance from the nozzle increases. Waves were observed at the periphery of the sand jet and some preliminary results of wave speed and wavelength are reported.

Get full access to this article

View all available purchase options and get full access to this article.

References

Amarouchene, Y., Boudet, J., and Kellay, H. (2008). “Capillarylike fluctuations at the interface of falling granular jets.” Phys. Rev. Lett., 100(21), 218001.
Breusers, H. N. C., Raudkivi, A. J., and International Association for Hydraulic Research (1991). Scouring, Balkema, Rotterdam, The Netherlands.
Cui, B., Komar, P. D., and Baba, J. (1983). “Settling velocities of natural sand grains in air.” J. Sediment. Petrol., 53(4), 1205–1211.
Dong, Z., Wang, H., Liu, X., Li, F., and Zhao, A. (2002). “Velocity profile of a sand cloud blowing over a gravel surface.” Geomorphology, 45(3–4), 277–289.
Grift, T. E., and Crespi, C. M. (2008). “Estimation of the flow rate of free falling granular particles using a Poisson model in time.” Biosyst. Eng., 101(1), 36–41.
Hall, N. A., Elenany, M., Zhu, D. Z., and Rajaratnam, N. (2010). “Experimental study of sand and slurry jets in water.” J. Hydraul. Eng., in press.
Le Roux, J. P. (2005). “Grains in motion: A review.” Sediment. Geol., 178(3–4), 285–313.
Mazurek, K. A., Christison, K., and Rajaratnam, N. (2002). “Turbulent sand jets in water.” J. Hydraul. Res., 40(4), 527–530.
Möbius, M. E. (2006). “Clustering instability in a freely falling granular jet.” Phys. Rev. E, 74(5), 051304.
Ogata, K., Funatsu, K., and Tomita, Y. (2001). “Experimental investigation of a free falling powder jet and the air entrainment.” Powder Technol., 115(1), 90–95.
Pye, K. (1994). “Shape sorting during wind transport of quartz silt grains—Discussion.” Journal of Sedimentary Research A, 64, 704–705.
Rabinovich, E., and Kalman, H. (2007). “Pickup, critical and wind threshold velocities of particles.” Powder Technol., 176(1), 9–17.
Rajaratnam, N. (1976). Turbulent jets, Elsevier, New York.
Rajaratnam, N., and Yasmin, N. (1992). “Fronts of circular turbulent jets.” Proc. Inst. Civ. Eng., Waters. Maritime Energ., 96(1), 59–61.
Rao, K. K., and Nott, P. R. (2008). An introduction to granular flow, Cambridge University Press, Cambridge, N.Y.
Royer, J. R., et al. (2009). “High-speed tracking of rupture and clustering in freely falling granular streams.” Nature (London), 459(7250), 1110–1113.
Smith, D. A., and Cheung, K. F. (2003). “Settling characteristics of calcareous sand.” J. Hydraul. Eng., 129(6), 479–483.
Ulissi, F., Ippolito, I., and Calvo, A. (2009). “PIV technique applied to granular flows in hoppers.” J. Phys.: Conf. Ser., 166, 012004.
Wang, H. T., Zhang, X. H., Dong, Z. B., and Ayrault, M. (2006). “Experimental determination of saltating glass particle dispersion in a turbulent boundary layer.” Earth Surf. Processes Landforms, 31(14), 1746–1762.
Wasp, E. J., Kenny, J. P., and Gandhi, R. L. (1977). Solid-liquid flow slurry pipeline transportation, Trans Tech Publications, Clausthal, Germany.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 136Issue 9September 2010
Pages: 1181 - 1186

History

Received: Oct 20, 2009
Accepted: Feb 19, 2010
Published online: Mar 12, 2010
Published in print: Sep 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: [email protected]
M.S. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: [email protected]
Mohammed Elenany
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2.
David Z. Zhu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
N. Rajaratnam, F.ASCE [email protected]
Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share