Sidewall and non-uniformity corrections for flume experiments

References

• Ansari, K., Morvan, H. P., & Hargreaves, D. M. (2011). Numerical investigation into secondary currents and wall shear in trapezoidal channels. Journal of Hydraulic Engineering, 137, 432–440. doi: 10.1061/(ASCE)HY.1943-7900.0000317
   Web of Science ®Google Scholar
• Auel, C., Albayrak, I., & Boes, R. M. (2014). Turbulence characteristics in supercritical open channel flows: Effects of Froude number and aspect ratio. Journal of Hydraulic Engineering, 140, 381–396. doi: 10.1061/(ASCE)HY.1943-7900.0000841
   Web of Science ®Google Scholar
• Cacqueray, N. D., Hargreaves, D. M., Morvan & Morvan, H. P. (2009). A computational study of shear stress in smooth rectangular channels. Journal of Hydraulic Research, 47(1), 50–57. doi: 10.3826/jhr.2009.3271
   Web of Science ®Google Scholar
• Cardoso, A. H. (1989). Spatially accelerating flow in a smooth open channel (PhD Thesis No. 813). Swiss Federal Institute of Technology EPFL, Lausanne, Switzerland.
   Google Scholar
• Cardoso, A. H., Graf, W. H., & Gust, G. (1991). Steady gradually accelerating flow in a smooth open channel. Journal of Hydraulic Research, 29, 525–543. doi: 10.1080/00221689109498972
   Web of Science ®Google Scholar
• Castro-Orgaz, O., & Chanson, H. (2011). Near-critical free-surface flows: real fluid flow analysis. Environmental Fluid Mechanics, 11, 499–516. doi: 10.1007/s10652-010-9192-x
   Web of Science ®Google Scholar
• Castro-Orgaz, O., & Hager, W. H. (2014). One-dimensional modelling of curvilinear free surface flow: generalized Matthew theory. Journal of Hydraulic Research, 52(1), 14–23. doi: 10.1080/00221686.2013.834853
   Web of Science ®Google Scholar
• Chlebek, J., & Knight, D. W. (2006). A new perspective on sidewall correction procedures, based on SKM modeling. Proceedings of River Flow 2006, 1, 135–144, Lisbon, Portugal.
   Google Scholar
• Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, New York.
   Google Scholar
• Einstein, H. A. (1934). Der hydraulische oder Profilradius. Schweizer Bauzeitung, 103(8), 89–91.
   Google Scholar
• Einstein, H. A. (1942). Formulas for the transportation of bedload. Transactions of ASCE, 107, 561–597.
   Google Scholar
• Graf, W. H., & Song, T. (1995). Bed-shear stress in non-uniform and unsteady open-channel flows. Journal of Hydraulic Research, 33, 699–704. doi: 10.1080/00221689509498565
   Web of Science ®Google Scholar
• Guo, J. (2014). Modified log-wake-law for smooth rectangular open channel flow. Journal of Hydraulic Research, 52(1), 121–128. doi: 10.1080/00221686.2013.818584
   Web of Science ®Google Scholar
• Guo, J., & Julien, P. Y. (2005). Shear stress in smooth rectangular open-channel flows. J. Hydraulic Eng. 131(1), 30–37. doi: 10.1061/(ASCE)0733-9429(2005)131:1(30)
   Web of Science ®Google Scholar
• Guo, J., & Julien, P. Y. (2007). Buffer law and transitional roughness effect in turbulent open-channel flows. Proceedings of the Fifth International Symposium on Environmental Hydraulics (CD), Tempe, Arizona.
   Google Scholar
• Hu, C. H., & Hui, Y. J. (1995). Mechanical and statistical laws of open channel sediment-laden flow. Beijing, China: Science Press (in Chinese).
   Google Scholar
• Johnson, J. W. (1942). The importance of considering sidewall friction in bed-load investigations. Civil Engineering, 12, 329–332.
   Google Scholar
• Julien, P. Y. (1995). Erosion and sedimentation. New York: Cambridge University Press.
   Google Scholar
• Khodashenas, S. R., Abdererrzak, K. E. K, & Paquier, A. (2008). Boundary shear stress in open channel flow: A comparison among six methods. Journal of Hydraulic Research, 46, 598–609. doi: 10.3826/jhr.2008.3203
   Web of Science ®Google Scholar
• Kironoto, B. A. (1992). Turbulence characteristics of uniform and non-uniform, rough open-channel flow (PhD Thesis No. 1094). Swiss Federal Institute of Technology EPFL, Lausanne, Switzerland.
   Google Scholar
• Kironoto, B. A., & Graf, W. H. (1995). Turbulence characteristics in rough non-uniform open-channel flow. Proceedings of the Institution of Civil Engineers, Water, Maritime & Energy, 112, 336–348. doi: 10.1680/iwtme.1995.28114
   Web of Science ®Google Scholar
• Knight, D. W., Demetriou, J. D., & Hamed, M. E. (1984). Boundary shear in smooth rectangular channels. Journal of Hydraulic Engineering, 110, 405–422. doi: 10.1061/(ASCE)0733-9429(1984)110:4(405)
   Web of Science ®Google Scholar
• Muste, M., & Patel, V. C. (1997). Velocity profiles for particles and liquid in open-channel flow with suspended sediment. Journal of Hydraulic Engineering, 123, 742–751. doi: 10.1061/(ASCE)0733-9429(1997)123:9(742)
   Web of Science ®Google Scholar
• Nezu, I., & Rodi, W. (1986). Open-channel measurements with a laser Doppler anemometer. Journal of Hydraulic Engineering, 112, 335–355. doi: 10.1061/(ASCE)0733-9429(1986)112:5(335)
   Web of Science ®Google Scholar
• Song, T. (1994). Velocity and turbulence distribution in non-uniform and unsteady open-channel flow (PhD Thesis No. 1324). Swiss Federal Institute of Technology EPFL, Lausanne, Switzerland.
   Google Scholar
• Song, T., & Chiew, Y. M. (2001). Turbulence measurement in non-uniform open-channel flow using acoustic Doppler velocimeter. Journal of Engineering Mechanics, 127, 219–232. doi: 10.1061/(ASCE)0733-9399(2001)127:3(219)
   Web of Science ®Google Scholar
• Vanoni, V. A., & Brooks, N. H. (1957). Laboratory studies of the roughness and suspended load of alluvial streams. Report No. E-68, CalTech, Pasadena, CA.
   Google Scholar
• Yang, S. Q., & Lim, S. Y. (1997). Mechanism of energy transportation and turbulent flow in a 3D channel. Journal of Hydraulic Engineering, 123, 684–692. doi: 10.1061/(ASCE)0733-9429(1997)123:8(684)
   Web of Science ®Google Scholar
• Yang, S. Q., Tan, S. K., & Lim, S. Y. (2004). Velocity distribution and dip phenomenon in smooth uniform open channel flows. Journal of Hydraulic Engineering, 130, 1179–1186. doi: 10.1061/(ASCE)0733-9429(2004)130:12(1179)
   Web of Science ®Google Scholar
• Yang, S. Q., Xu, W. L., & Yu, G. L. (2006), Velocity distribution in a gradually accelerating flow. Advances in Water Resources, 29, 1969–1980. doi: 10.1016/j.advwatres.2006.02.002
   Web of Science ®Google Scholar