Chapter
May 14, 2020
World Environmental and Water Resources Congress 2020

An Experimental Study: Effects of Boulder Spacing on Mean and Turbulent Flow Characteristics

Publication: World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis

ABSTRACT

An experimental study was conducted to investigate effect of adding boulders with different boulder spacing (8D, 6D, and 4D) on mean and turbulent flow characteristics. Measurement points were selected at centerline and side of the flume. Mean flow depth did not vary significantly in different scenarios but mean streamwise velocity decreased at centerline after adding boulders especially at shorter spacing. It appeared flow regime for all of the scenarios is isolated-roughness flow. For centerline points, root-mean squared velocity, turbulent kinetic energy, and turbulence intensity increased after adding boulders and by decreasing boulder spacing however, integral scale parameters decreased after adding boulders and did not change significantly by decreasing boulder spacing. Also, relationships between time-averaged streamwise velocity and normalized turbulence intensity was found for each scenario.

Get full access to this article

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

REFERENCES

Baki, A.B.M., Zhu, D.Z., and Rajaratnam, N. (2014). Mean flow characteristics in a rock-ramp-type fish pass. Journal of Hydraulic Engineering 140(2), 156–168.
Baki, A.B.M., Zhu, D.Z. and Rajaratnam, N., 2015. Turbulence characteristics in a rock-ramp-type fish pass. Journal of Hydraulic Engineering, 141(2), p.04014075.
Baki, A.B.M., Zhang, W., Zhu, D.Z., and Rajaratnam, N. (2016). Flow Structures in the Vicinity of a Submerged Boulder within a Boulder Array. Journal of Hydraulic Engineering 143(5), 04016104.
Dey, S., Sarkar, S., Bose, S.K., Tait, S., and Castro-Orgaz, O. (2011). Wall-wake flows downstream of a sphere placed on a plane rough wall. Journal of Hydraulic Engineering 137(10), 1173–1189.
Goring, D.G., and Nikora, V.I. (2002). Despiking acoustic Doppler velocimeter data. Journal of Hydraulic Engineering 128(1), 117–126.
Fang, H.W., Liu, Y., and Stoesser, T. (2017). Influence of Boulder Concentration on Turbulence and Sediment Transport in Open-Channel Flow over Submerged Boulders. Journal of Geophysical Research: Earth Surface 122(12), 2392–2410.
Lacey, R.W.J., and Roy, A.G. (2008). The spatial characterization of turbulence around large roughness elements in a gravel-bed river. Geomorphology 102(3), 542–553.
Lacey, R.J. and Rennie, C.D., 2011. Laboratory investigation of turbulent flow structure around a bed-mounted cube at multiple flow stages. Journal of Hydraulic Engineering, 138(1), pp.71-84.
Marriner, B.A., Baki, A.B., Zhu, D.Z., Cooke, S.J. and Katopodis, C., 2016. The hydraulics of a vertical slot fishway: A case study on the multi-species Vianney-Legendre fishway in Quebec, Canada. Ecological Engineering, 90, 190-202.
Papanicolaou, A.N., Diplas, P., Dancey, C.L., and Balakrishnan, M. (2001). Surface Roughness Effects in Near-Bed Turbulence: Implications to Sediment Entrainment. Journal of Engineering Mechanics 127(3), 211–218.
Papanicolaou, A.N., Kramer, C.M., Tsakiris, A.G., Stoesser, T., Bomminayuni, S., and Chen, Z. (2012). Effects of a fully submerged boulder within a boulder array on the mean and turbulent flow fields: Implications to bedload transport. Acta Geophys. 60(6), 1502–1546.
Sadeque, M.F., Rajaratnam, N., and Loewen, M.R. (2009). Shallow turbulent wakes behind bed-mounted cylinders in open channels. Journal of Hydraulic Research 47(6), 727–743.
Sarkar, S., Papanicolaou, A.N. and Dey, S., 2016. Turbulence in a gravel-bed stream with an array of large gravel obstacles. Journal of Hydraulic Engineering, 142(11), p.04016052.

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2020
World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis
Pages: 31 - 42
Editors: Sajjad Ahmad, Ph.D., and Regan Murray, Ph.D.
ISBN (Online): 978-0-7844-8297-1

History

Published online: May 14, 2020
Published in print: May 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Amir Golpira
Dept. of Civil and Environmental Engineering, Clarkson Univ.
Kaitlyn Koehler
Dept. of Mechanical and Aeronautical Engineering, Clarkson Univ.
Andrew All
Dept. of Civil and Environmental Engineering, Clarkson Univ.
Abul B. M. Baki
Dept. of Civil and Environmental Engineering, Clarkson Univ.

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.

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 Paper
$35.00
Add to cart
Buy E-book
$82.00
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 Paper
$35.00
Add to cart
Buy E-book
$82.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share