Hydraulic Resistance of Emergent Macroroughness at Large Froude Numbers: Design of Nature-Like Fishpasses
Publication: Journal of Hydraulic Engineering
Volume 140, Issue 9
Abstract
The mean flow in a nature-like fishpass can be highly modified by the Froude number. It is important to understand this evolution to correctly design the structure. The studied configuration is an emergent staggered arrangement of obstacles. The hydraulic resistance of a fishpass is experimentally investigated that depends on several geometric parameters: block shape, ramp slope, block density, and bed roughness. An analytical model based on the balance momentum allows one to quantify the influence of each hydraulic parameter. The bed roughness has a weak influence, whereas the block shape and the Froude number are significant. The variation of the drag coefficient was analyzed to improve the stage-discharge relationship. To this end, a correlation with the block diameter and water level is proposed. The maximal velocity reached in the fishpass can also be estimated. These results have to be compared with the fish swimming ability to assess the fishpass passability.
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References
Aberle, J., Järvelä, J., Schoneboom, T., and Dittrich, A. (2010). “Flow resistance of rigid and flexible emergent vegetation revisited.” Proc., 1st European IAHR Congress, Edinburg, U.K.
Akilli, H., and Rockwell, D. (2002). “Vortex formation from a cylinder in shallow water.” Phys. Fluids, 14(9), 2957–2967.
Baki, A., Zhu, D., and Rajaratnam, N. (2014). “Mean flow characteristics in a rock-ramp type fishpass” J. Hydraul. Eng., 140(2), 156–168.
Cheng, N., and Nguyen, H. (2011). “Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows.” J. Hydraul. Eng., 995–1004.
Ferro, V. (1999). “Friction factor for gravel-bed channel with high boulder concentration.” J. Hydraul. Eng., 771–778.
Heimerl, S., Krueger, F., and Wurster, H. (2008). “Dimensioning of fish passage structures with perturbation boulders.” Hydrobiologia, 609(1), 197–204.
Huai, W., Chen, Z., Han, J., Zhang, L., and Zeng, Y. (2009). “Mathematical model for the flow with submerged and emerged rigid vegetation.” J. Hydrodyn., Ser. B, 21(5), 722–729.
Ishikawa, Y., Mizuhara, K., and Ashida, S. (2000). “Effect of density of trees on drag exerted on trees in river channels.” J. For. Res., 5(4), 271–279.
James, C. S., Birkhead, A. L., Jordanova, A. A., and O’Sullivan, J. J. (2004). “Flow resistance of emergent vegetation.” J. Hydraul. Res., 390–398.
Larinier, M., Courret, D., and Gomes, P. (2006). “Technical guide to the concept on nature-like fishways.”, ONEMA, Paris, France (in French).
Larinier, M. F., Travade, F., and Porcher, J. (2002). “Fishway: Biological basis, design criteria and monitoring.” Bull. Fr. Pêche Piscic., 364, 208.
Nepf, H. M. (1999). “Drag, turbulence, and diffusion in flow through emergent vegetation.” Water Resour. Res., 35(2), 479–489.
Oertel, M., Peterseim, S., and Schlenkhoff, A. (2011). “Drag coefficients of boulders on a block ramp due to interaction processes.” J. Hydraul. Res., 49(3), 372–377.
Oertel, M., and Schlenkhoff, A. (2012). “Crossbar block ramps: Flow regimes, energy dissipation, friction factors, and drag forces.” J. Hydraul. Eng., 440–448.
Pagliara, S., and Chiavaccini, P. (2006). “Flow resistance of rock chutes with protruding boulders.” J. Hydraul. Eng., 545–552.
Rice, C. E., Kadavy, K. C., and Robinson, K. M. (1998). “Roughness of loose rock riprap on steep slopes.” J. Hydraul. Eng., 179–185.
Rowinski, P. M., and Kubrak, J. (2002). “A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation.” Hydrol. Sci. J., 47(6), 893–904.
Sadeque, M., Rajaratnam, N., and Loewen, M. (2008). “Flow around cylinders in open channels.” J. Eng. Mech., 60–71.
Singha, A., and Balachandar, R. (2011). “Structure of wake of a sharp-edged bluff body in a shallow channel flow.” J. Fluid. Struct., 27(2), 233–249.
Tinoco, R., and Cowen, E. (2013). “The direct and indirect measurement of boundary stress and drag on individual and complex arrays of elements.” Exp. Fluids, 54(4), 1–16.
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© 2014 American Society of Civil Engineers.
History
Received: Aug 30, 2013
Accepted: Apr 9, 2014
Published ahead of print: May 28, 2014
Published online: May 29, 2014
Published in print: Sep 1, 2014
Discussion open until: Oct 29, 2014
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