Validation of transport and friction formulae for upper plane bed by experiments in rectangular pipe
By: Václav Matoušek, Jan Krupička and Tomáš Picek
Open Access
|Jun 2013References
- Berzi, D., 2011. Analytical solution of collisional sheet flows. J. Hydraul. Eng., 137, 2, 1200-1207.
- Capart, H., Fraccarollo, L., 2011. Transport layer structure in intense bed-load. Geophys Res Lett., 38, L20402, 6 p.
- Chiari, M., Friedl, K., Rickenmann, D., 2010. A onedimensional bedload transport model for steep slopes. J. Hydraul. Res., 48, 2, 152−160.
- El Kadi Abderrezzak, K., Paquier, A., 2011. Applicability of sediment transport capacity formulas to dam-break flows over movable beds. J. Hydraul. Eng., 137, 10, 209-221.
- Frey, H., Church, M., 2009. How river beds move. Science, 325, 1509-1510.
- Graham, L.J.W., Wu, J., Pullum, L., 2011. Transition from horizontal to vertical conveying of complex slurry suspensions in laminar flow. Can. J. Chem. Eng., 89, 4, 817-824.
- Matoušek, V., 2007. Distribution of medium-sand particles in flow above erodible bed. J. Hydrol. Hydromech., 55, 4, 274- -281.
- Matoušek, V., 2009. Concentration profiles and solids transport above stationary deposit in enclosed conduit. J. Hydraul. Eng., 135, 12, 1101-1106.
- Matoušek, V., 2011. Solids transport formula in predictive model for pipe flow of slurry above deposit. Particul. Sci. Technol., 29, 1, 89-106.
- Matoušek, V., Krupička, J., 2009. On equivalent roughness of mobile bed at high shear stress. J. Hydrol. Hydromech., 57, 3, 191-199.
- Matoušek, V., Krupička, J., 2012a. Friction coefficient for upper plane bed. Proc. Second European IAHR Congress, Munich, Germany.
- Matoušek, V., Krupička, J., 2012b. Intense bed-load friction and transport: the effect of concentration. Proc. River Flow 2012, San José, Costa Rica.
- Nitsche, M., Rickenmann, D., Turowski, J.M., Badoux, A., Kirchner, J.W., 2011. Evaluation of bedload transport predictions using flow resistance equations to account for macroroughness in steep mountain streams. Water Resour. Res., 47, W08513, 21 p.
- Recking, A., 2010. A comparison between flume and bed load transport data and consequences for surface-based bed load transport prediction. Water Resour. Res., 46, W03518, 16 pp.
- Recking, A., Frey, P., Paquier, A., Belleudy, P., Champagne, J.Y., 2008. Bed-load transport flume experiments on steep slopes. J. Hydraul. Eng., 134, 9, 1302-1310.
- Rickenmann, D., Koschni, A., 2010. Sediment loads due to fluvial transport and debris flows during the 2005 flood events in Switzerland. Hydrol. Process. 24, 993-1007.
- Smart, G.M., 1984. Sediment transport formula for steep channels. J. Hydraul. Eng., 110, 3, 267-276.
- Talukdar, S., Kumar, B., Dutta S., 2012. Predictive capability of bedload equations using flume data. J.Hydrol. Hydromech., 60, 1, 45-56.
- Vlasák, P., Chára Z., 2011. Effect of particle size distribution and concentration on flow behavior of dense slurries. Particul. Sci. Technol., 29, 1, 53-65.
- Vlasák, P., Kysela, B., Chára, Z., 2012. Flow structure of coarse-grained slurry in a horizontal pipe. J. Hydrol. Hydromech., 60, 2, 115-124.
- Wilson, K.C., 2005. Rapid increase in suspended load at high bed shear. J. Hydraul. Eng., 131, 1, 46−51.
DOI: https://doi.org/10.2478/johh-2013-0016 | Journal eISSN: 1338-4333 (formerly 0042-790X) | Journal ISSN: 0042-790X
Language: English
Page range: 120 - 125
Published on: Jun 1, 2013
Published by: Slovak Academy of Sciences, Institute of Hydrology
In partnership with: Paradigm Publishing Services
Keywords:
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© 2013 Václav Matoušek, Jan Krupička, Tomáš Picek, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons License.