Evaluation of friction velocity in unsteady flow experiments

References

• Adrian, R. J. (2005). Twenty years of Particle Image Velocimetry. Experiments in Fluids, 39, 159–169. 10.1007/s00348-005-0991-7 doi: 10.1007/s00348-005-0991-7
   Web of Science ®Google Scholar
• Aleixo, R., Soares-Frazão, S., & Zech, Y. (2010). Velocity profiles in dam-break flows: water and sediment layers. In A. Dittrich, K. Koll, J. Aberle, & P. Geisenhainer (Eds.), River flow 2010: Proceedings of the International Conference on Fluvial Hydraulics, Braunschweig, Germany, September 8–10, 2010 (pp. 533–540). Karlsruhe: Bundesanstalt für Wasserbau.
   Google Scholar
• Aleixo, R., Soares-Frazão, S., & Zech, Y. (2011). Velocity-field measurements in a dam-break flow using a PTV Voronoï imaging technique. Experiments in Fluids, 50, 1633–1649. doi:10.1007/s00348-010-1021-y
   Web of Science ®Google Scholar
• Aleixo, R., Zech, Y., & Soares-Frazão, S. (2012). Turbulence measurements in dam-break flows. In R. E. Murillo Muñoz (Ed.), River Flow 2012: Proceedings of the International Conference on Fluvial Hydraulics, San José, Costa Rica, 5–7 September, 2012 (pp. 311–318). London: CRC Press.
   Google Scholar
• Bagherimiyab, F. (2012). Sediment suspension dynamics in turbulent unsteady, depth-varying open-channel flow over a gravel bed (Unpublished doctoral dissertation). Ecole Polytechnique Fédérale de Lausanne, Switzerland.
   Google Scholar
• Bagherimiyab, F., & Lemmin, U. (2013). Shear velocity estimates in rough bed open-channel flow. Earth Surface Processes and Landforms, 38, 1714–1724. doi:10.1002/esp.3421
   Web of Science ®Google Scholar
• Bendat, J., & Piersol, A. G. (2010). Random data: Analysis and measurement procedures. Hoboken, NJ: Wiley.
   Google Scholar
• Carrivick, J. L. (2010). Dam break – outburst flood propagation and transient hydraulics: a geosciences perspective. Journal of Hydrology, 380, 338–355. 10.1016/j.jhydrol.2009.11.009 doi: 10.1016/j.jhydrol.2009.11.009
   Web of Science ®Google Scholar
• Dey, S., & Lambert, M. F. (2005). Reynolds stress and bed shear in nonuniform unsteady open-channel flow. Journal of Hydraulic Engineering-ASCE, 131, 610–614. 10.1061/(ASCE)0733-9429(2005)131:7(610) doi: 10.1061/(ASCE)0733-9429(2005)131:7(610)
   Web of Science ®Google Scholar
• Dey, S., Das, R., Gaudio R., & Bose S. K. (2012). Turbulence in mobile-bed streams. Acta Geophysica, 60, 1547–1588. doi:10.2478/s11600-012-0055-3
   Web of Science ®Google Scholar
• Di Cristo, C. (2011). Particle Imaging Velocimetry and its applications in hydraulics: A state-of-the-art review. In P. M. Rowiński (Ed.), Experimental methods in hydraulic research; Series: GeoPlanet: Earth and Planetary Sciences (pp. 49–66). Berlin: Springer-Verlag.
   Google Scholar
• Evangelista, S., Altinakar, M. S., Di Cristo, C., & Leopardi, A. (2013). Simulation of dam break on movable beds using a multi-stage centered scheme. International Journal of Sediment Research, 28, 269–284. doi: 10.1016/S1001-6279(13)60039-6
   Web of Science ®Google Scholar
• Fornasini, P. (2008). The uncertainty in physical measurements. An introduction to data analysis in the physics laboratory. New York: Springer Science+Business Media, LLC.
   Google Scholar
• Garcia, M. (2007). Sediment transport and morphodynamics. In M. Garcia (Ed.), Sedimentation engineering. Processes, measurements, modeling and practice, ASCE Manuals and Reports on Engineering Practice no. 110 (pp. 21–146). Reston, V: American Society of Civil Engineers.
   Google Scholar
• Ghimire, B., & Deng, Z. Q. (2011). Event flow hydrograph-based method for shear velocity estimation. Journal of Hydraulic Research, 49, 272–275. 10.1080/00221686.2011.552463 doi: 10.1080/00221686.2011.552463
   Web of Science ®Google Scholar
• Graf, W., & Song, T. (1995). Bed-shear stress in non-uniform and unsteady open-channel flows. Journal of Hydraulic Research, 33, 699–704. 10.1080/00221689509498565 doi: 10.1080/00221689509498565
   Web of Science ®Google Scholar
• Guney, M., Bombar, G., & Aksoy, A. (2013). Experimental study of the coarse surface development effect on the bimodal bed-load transport under unsteady flow conditions. Journal of Hydraulic Engineering-ASCE, 139(1), 12–21. 10.1061/(ASCE)HY.1943-7900.0000640 doi: 10.1061/(ASCE)HY.1943-7900.0000640
   Web of Science ®Google Scholar
• Jánosi, I. M., Jan, D., Szabó, K. G., & Tél, T. (2004). Turbulent drag reduction in dam-break flows. Experiments in Fluids, 37, 219–229. doi:10.1007/s00348-004-0804-4
   Web of Science ®Google Scholar
• Joint Committee for Guides in Metrology (2008). Evaluation of measurement data–guide to the expression of uncertainty in measurement. JCGM 100:2008 (GUM 1995 with minor corrections). Paris: BIPM Joint Committee for Guides in Metrology.
   Google Scholar
• Khankandi, A. F., Tahershamsi, A., & Soares-Frazão, S. (2012). Experimental investigation of reservoir geometry effect on dam-break flow. Journal of Hydraulic Research, 50(4), 376–387. doi:10.1080/00221686.2012.690974
   Web of Science ®Google Scholar
• LaRocque, L., Imran, J., & Chaudhry, M. (2013). Experimental and numerical investigations of two-dimensional dam-break flows. Journal of Hydraulic Engineering-ASCE, 139, 569–579. doi:10.1061/(ASCE)HY.1943-7900.0000705
   Web of Science ®Google Scholar
• Lauber, G., & Hager, W. (1998). Experiments to dambreak wave: Horizontal channel. Journal of Hydraulic Research, 36, 291–307. doi:10.1080/00221689809498620
   Web of Science ®Google Scholar
• Leal, J. G. A. B., Ferreira, R. M. L., & Cardoso, A. H. (2006). Dam-break wave-front celerity. Journal of Hydraulic Engineering-ASCE, 132(1), 69–76. 10.1061/(ASCE)0733-9429(2006)132:1(69) doi: 10.1061/(ASCE)0733-9429(2006)132:1(69)
   Web of Science ®Google Scholar
• Leal, J. G. A. B., Ferreira, R. M. L., & Cardoso, A. H. (2009). Maximum level and time to peak of dam-break waves on mobile horizontal bed. Journal of Hydraulic Engineering, 135, 955–999. doi:10.1061/(ASCE)HY.1943-7900.0000099
   Web of Science ®Google Scholar
• Mrokowska, M. M., Rowiński, P. M., & Kalinowska, M. B. (2013). The uncertainty of measurements in river hydraulics – the case of the friction velocity evaluation based on an unrepeatable experiment. In P. M. Rowiński (Ed.), Experimental and computational solutions of hydraulic problems; Series: GeoPlanet: Earth and planetary sciences (pp. 195–206). Berlin: Springer-Verlag.
   Google Scholar
• Mrokowska, M. M., Rowiński, P. M., & Kalinowska, M. B. (2014). Experimental study of friction slope in unsteady non-uniform flow in a rectangular channel. In Proceedings of International Conference 3rd IAHR Europe Congress. Porto: University of Porto.
   Google Scholar
• Nakagawa, H., Nakamura, S., & Ichihashi, K. (1969). Generation of a hydraulic bore due to the breaking of a dam (1). Bulletin of the Disaster Prevention Research Institute, 19(2), 1–17. Retrieved from: http://hdl.handle.net/2433/124774http://hdl.handle.net/2433/124774
   Google Scholar
• Nezu, I., & Nakagawa, H. (1991). Turbulent structures over dunes and its role on suspended sediments in steady and unsteady open-channel flows. In International Symposium on Transport of Suspended Sediments and its Mathematical Modeling – Proceedings of IAHR Conference Florence, Italy (pp. 165–190).
   Google Scholar
• Nezu, I., Kadota, A., & Nakagawa, H. (1997). Turbulent structure in unsteady depth-varying open channel flows. Journal of Hydraulic Engineering-ASCE, 123, 752–763. 10.1061/(ASCE)0733-9429(1997)123:9(752) doi: 10.1061/(ASCE)0733-9429(1997)123:9(752)
   Web of Science ®Google Scholar
• Pokrajac, D., Finnigan, J., Manes, C., McEwan, I., & Nikora V. (2006). On the definition of the shear velocity in rough bed open channel flows. In R. Ferreira, E. Alves, J. Leal, & A. Cardoso (Eds.), River Flow 2006: Proceedings of the International Conference on Fluvial Hydraulics, Lisbon, Portugal, 6–8 September 2006 (pp. 89–98). Leiden: CRC Press.
   Google Scholar
• Powell, D. M. (2014). Flow resistance in gravel-bed rivers: Progress in research. Earth-Science Reviews, 136, 301–338. doi:10.1016/j.earscirev.2014.06.001
   Web of Science ®Google Scholar
• Press, W. H., Teukolsky, S. A., Vetterling, W., & Flannery, B. (2007). Savitzky-Golay smoothing filters. In Numerical recipes in C. The art of scientific computing (3rd ed.) (pp. 650–655). Cambridge: Cambridge University Press.
   Google Scholar
• Rowiński, P. M., & Czernuszenko, W. (1998). Experimental study of river turbulence under unsteady conditions. Acta Geophysica Polonica, 46, 462–480.
   Google Scholar
• Rowiński, P. M., Czernuszenko, W., & Pretre, J. M. (2000). Time dependent shear velocities in channel routing. Hydrology Sciences Journal, 45, 881–895. 10.1080/02626660009492390 doi: 10.1080/02626660009492390
   Web of Science ®Google Scholar
• Rowiński, P. M., Aberle, J., & Mazurczyk, A. (2005). Shear velocity estimation in hydraulic research. Acta Geophysica Polonica, 53, 567–583.
   Google Scholar
• Rutherford, J. C. (1994). River mixing. Chichester: Wiley.
   Google Scholar
• Savitzky, A., & Golay, M. (1964). Smoothing and differentiation of data by simplified least squares procedures. Analytical Chemistry, 36, 1627–1639. doi:10.1021/ac60214a047
   Web of Science ®Google Scholar
• Shen, Y., & Diplas, P. (2010). Modeling unsteady flow characteristics for hydropeaking operations and their implications on fish habitat. Journal of Hydraulic Engineering-ASCE, 136, 1053–1066. doi:10.1061/(ASCE)HY.1943-7900.0000112
   Web of Science ®Google Scholar
• Shigematsu, T., Liub, Ph. L.-F., & Odaa, K. (2004). Numerical modeling of the initial stages of dam-break waves. Journal of Hydraulic Research, 42, 183–195. 10.1080/00221686.2004.9628303 doi: 10.1080/00221686.2004.9728381
   Web of Science ®Google Scholar
• Soares-Frazão, S. (2007). Experiments of dam-break wave over a triangular bottom sill. Journal of Hydraulic Research, 45: sup1, 19–26. doi:10.1080/00221686.2007.9521829
   Web of Science ®Google Scholar
• Soares-Frazão, S., & Zech, Y. (2002). Undular bores and secondary waves – experiments and hybrid finite-volume modelling. Journal of Hydraulic Research, 40(1), 33–43. 10.1080/00221680209499871 doi: 10.1080/00221680209499871
   Web of Science ®Google Scholar
• Song, T. (1994). Velocity and turbulence distribution in non-uniform and unsteady open-channel flow (Unpublished doctoral dissertation). Ecole Polytechnique Fédérale de Lausanne, Switzerland.
   Google Scholar
• Song, T., & Chiew, Y. (2001). Turbulence measurement in nonuniform open-channel flow using Acoustic Doppler Velocimeter (ADV). Journal of Engineering Mechanics-ASCE, 127, 219–232. 10.1061/(ASCE)0733-9399(2001)127:3(219) doi: 10.1061/(ASCE)0733-9399(2001)127:3(219)
   Web of Science ®Google Scholar
• Song, T., & Graf, W. (1996). Velocity and turbulence distribution in unsteady open-channel flows. Journal of Hydraulic Engineering-ASCE, 122, 141–154. 10.1061/(ASCE)0733-9429(1996)122:3(141) doi: 10.1061/(ASCE)0733-9429(1996)122:3(141)
   Web of Science ®Google Scholar
• Stansby, P. K., Chegini, A., & Barnes, T. C. D. (1998). The initial stages of dam-break flow. Journal of Fluid Mechanics, 374, 407–424. doi:10.1017/S0022112098009975
   Web of Science ®Google Scholar
• Tu, H., & Graf, W. H. (1993). Friction in unsteady open-channel flow over gravel beds. Journal of Hydraulic Research, 31(1), 99–110. doi:10.1080/00221689309498863
   Web of Science ®Google Scholar
• van Rijn, L. (1993). Principles of sediment transport in rivers, estuaries and costal seas. Amsterdam: Aqua.
   Google Scholar
• Yen, B. C. (2002). Open channel flow resistance. Journal of Hydraulic Engineering-ASCE, 128(1), 20–39. 10.1061/(ASCE)0733-9429(2002)128:1(20) doi: 10.1061/(ASCE)0733-9429(2002)128:1(20)
   Web of Science ®Google Scholar