Technical Papers
Oct 6, 2014

Flow Rate Measurement of Non-Newtonian Fluids through Sharp Crested Notches

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Hydraulic Engineering
Volume 141, Issue 1

Abstract

Sharp crested notches, particularly rectangular and V-shaped ones, have been used to measure the flow rate of water in open channels for a long time. However, they have not been used to measure the flow rate of non-Newtonian fluids. The aim of this work is to explore the possibility of extending their range of application to non-Newtonian fluids, especially for rectangular and V-shaped notches. An experimental facility in the flow process research laboratory was used to perform the extensive tests reported herein. The notches and an in-line tube viscometer were calibrated using water. The in-line tube viscometer was used to determine the fluid rheology. Three different types of non-Newtonian fluids [namely, aqueous solution of carboxymethyl cellulose (CMC) solutions and water-based suspensions of kaolin and bentonite] were used as model test fluids. The experimental values of the coefficient of discharge (Cd) were plotted against three different definitions of the Reynolds number denoting different underlying physical ideas. In the laminar conditions, the discharge coefficient exhibited the classical dependence on the Reynolds number with slopes of approximately 0.43–0.44. On the other hand, the discharge coefficient was nearly constant in the turbulent flow regime. Single composite power-law function was used to correlate the present CdR for each of the two notch shapes used here. Using these correlations, the Cd values could be predicted to within ±5% for the rectangular and the V notches.

Get full access to this article

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

References

Ackers, P., White, W. R., Perkins, J. A., and Harrison, A. J. M. (1978). Weirs and flumes for flow measurement, Wiley, Brisbane, Australia.
American Society for Testing and Materials (ASTM). (1993). “Standard method for open-channel flow measurement of water with thin-plate weirs.” ASTM D5242, Global Engineering Documents, 〈http://global.ihs.com〉.
Aydin, I., Altan-Sakarya, A. B., and Sisman, C. (2011). “Discharge formula for rectangular sharp-crested weirs.” J. Flow Measure. Instr., 22(2), 144–151.
Barr, J. (1910). Experiments upon the flow of water over triangular notches, London.
Borutzky, W., Barnard, B., and Thoma, J. (2002). “An orifice flow model for laminar and turbulent conditions.” Simul. Model. Pract. Theory, 10(3–4), 141–152.
Bos, M. G. (1989). Discharge measurement structures, International Institute for Land Reclamation and Improvement (ILRI), Wageningen, Netherlands.
British Standards Institution (BSI). (1965). “Thin-plate weirs and venturi flumes, in methods of measurement of liquid flow in open channels.”, London.
Chhabra, R. P., and Richardson, J. F. (2008). Non-Newtonian flow and applied rheology: Engineering applications, Butterworth-Heinemann, Oxford, U.K.
Colebrook, C. F., and White, C. M. (1937). “Experiments with fluid friction in roughened pipes.” Proc. R. Soc. A. London. Math. Phys. Sci., 161(906), 367–381.
Cone, V. M. (1916). “Flow through weir notches with thin edges and full contractions.” J. Agric. Res., 5(23), 1051.
Douglas, J. F.,Gasiorek, J. M., and Swaffield, J. A. (1985). Fluid mechanics, Longman Scientific and Technical, Essex, U.K.
Dziubiński, M., and Marcinkowski, A. (2006). “Discharge of Newtonian and non-Newtonian liquids from tanks.” Trans. IChemE Part A, Chem. Eng. Des., 84(A12), 1191–1198.
Garcia, F., Garcia, J. C., Padrino, J. C., Mata, C., Trallero, J. C., and Joseph, D. D. (2003). “Power law and composite power law friction factor correlations for laminar and turbulent gas-liquid flow in horizontal pipelines.” Int. J. Multiphase Flow, 29(10), 1605–1624.
Greve, F. V. (1932). “Flow of water through circular, parabolic, and triangular vertical notch weirs.” Purdue Univ. Eng. Bull., 16(2).
Haldenwang, R. (2003). “Flow on non-Newtonian fluids in open channels.” DTech thesis, Cape Technikon, Cape Town, South Africa.
Haldenwang, R., Erasmus, R., Slatter, P. T., and Chhabra, R. P. (2007). “Flow rate measurement of non-Newtonian suspensions from a tank using notches.” 17th Int. Conf. on the Hydraulic Transport of Solids ‘Hydrotransport 17’, Southern African Institute of Mining and Metallurgy and the BHR Group, Cape Town, South Africa, 301–316.
Haldenwang, R., Slatter, P. T., and Chhabra, R. P. (2002). “Laminar and transitional flow in open channels for non-Newtonian fluids.” 15th Int. Conf. on Hydrotransport, Banff, Canada, 755–768.
Haldenwang, R., Sutherland, A. P. N., Fester, V. G., Holm, R., and Chhabra, R. P. (2012). “Sludge pipe flow pressure drop prediction using composite power-law friction factor-Reynolds number correlation based on different non-Newtonian Reynolds numbers.” Water SA, 38(4), 615–622.
Horton, R. E. (1907). “Weir experiments, coefficients, and formulas.”, series M, General Hydrographic Investigations, 24, Dept. of the Interior, U.S. Geological Survey, Washington, DC.
International Organization of Standards (ISO). (1980). “Water flow measurement in open channels using weirs and venturi flumes. Part 1: Thin plate weirs.” 1438/1-1980(E).
Kindsvater, C. E., and Carter, R. W. (1957). “Discharge characteristics of rectangular thin-plate weirs.” J. Hydraul. Div., 83(6), 1–36.
Lenz, A. T. (1943). “Viscosity and surface tension effects in V-notch weir coefficients.” Trans. ASCE, 108(1), 759–782.
LMNO Engineering. (1999–2007). Research and software, 〈http://www.LMNOeng.com〉.
Merritt, H. E. (1967). Hydraulic control systems, Wiley.
Metzner, A. B., and Reed, J. C. (1955). “Flow of non-Newtonian fluids–correlation of the laminar, transition, and turbulent flow regions.” AIChE J., 1(4), 434–440.
Mitra, D., and Mazudar, A. (2004). “Simple discharge relations for sharp-crested rectangular weir and right-angled triangular weir at low heads.” J. Inst. Eng. India Part MC Mech. Eng. Div., 85, 17–19.
Ntamba, B. M. N. (2011). “Non-Newtonian pressure loss and discharge coefficients for short square-edged orifice plates.” M. Tech dissertation, Cape Peninsula Univ. of Technology, Cape Town, South Africa.
Numachi, F., Kurokawa, T., and Hutizawa, S. (1940). “Über den Überfallbeiwerteines rechtwinkelig-dreieckigenMesswehrs.” Trans. Soc. Mech. Eng. Jpn, 6(22), 110.
Patankar, N. A., Joseph, D. D., Wang, J., Barree, R. D., Conway, M., and Asadi, M. (2002). “Power law correlations for sediment transport in pressure-driven channel flows.” Int. J. Multiphase Flows, 28(8), 1269–1292.
Replogle, J. A. (2006). ISCO open channel flow measurement handbook, 6th Ed., Teledyne Isco, Lincoln, NE.
Shen, J. (1960). “Discharge characteristics of triangular-notch thin-plate weirs.” U.S. Dept. of Interior, Geological Survey, Washington, DC.
Slatter, P. T. (1994). “Transitional and turbulent flow of non-Newtonian slurries in pipes.” Ph.D. thesis, Univ. of Cape Town, Cape Town, South Africa.
Thomson, J. (1861). “An experiment on the measurement of water by triangular notches in weir boards.”, Brit. Assoc. Adv. Science, Cambridge University press, London.
Thomson, J. (1876). Improved investigations on the flow of water through orifices with objections to the modes of treatment commonly adopted, British Association, Glasgow, U.K., 243–266.
Torricelli, E. (1643). “De motu gravium naturaliter accelerato.” Firenze.
U.S. Department of the Interior, Bureau of Reclamation (USBR). (1997). Water measurement manual, 3rd Ed., Washington, DC.
Yarnall, D. R. (1912). “The V-notch weir method of measurement.” Trans. Am. Soc. Mech. E., 34, 1055–1069.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 141Issue 1January 2015

History

Received: Jan 31, 2014
Accepted: Aug 11, 2014
Published online: Oct 6, 2014
Published in print: Jan 1, 2015
Discussion open until: Mar 6, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Morakane Khahledi [email protected]
Lecturer, Civil Engineering and Surveying Dept., Cape Peninsula Univ. of Technology, Cape Town 7530, South Africa (corresponding author). E-mail: [email protected]
Rainer Haldenwang [email protected]
Professor and Head of Research, Dept. of Civil Engineering, Civil Engineering and Surveying, Cape Peninsula Univ. of Technology, Cape Town 7530, South Africa. E-mail: [email protected]
Raj Chhabra [email protected]
Professor, Dept. of Chemical Engineering, Indian Institute of Technology (IIT) Kanpur, Kalyanpur, Kanpur 208016, India; and Adjunct Professor, Cape Peninsula Univ. of Technology, Cape Town 7530, South Africa. 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