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Measurement of turbulent flow in a narrow open channel

   | Jul 08, 2016

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Absi, R., 2011. An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows. J. Hydraul. Res., 49, 1, 82-89.10.1080/00221686.2010.535700Search in Google Scholar

Auel, C., Albayrak, I., Boes, R., 2014. Turbulence characteristics in supercritical open channel flows: effects of Froude number and aspect ratio. J. Hydraul. Eng., 140, 4, 04014004.10.1061/(ASCE)HY.1943-7900.0000841Search in Google Scholar

Cea, L, Puertas, J., Pena, L., 2007. Velocity measurements on highly turbulent free surface flow using ADV. Exp. Fluids, 42, 3, 333-348.10.1007/s00348-006-0237-3Search in Google Scholar

Chow, V.T., 1959. Open Channel Hydraulics. McGraw-Hill Book Company, New York.Search in Google Scholar

Corino, E.R., Brodkey, R.S., 1969. A visual investigation of the wall region in turbulent flow. J. Fluid Mech., 37, 1, 1-30.10.1017/S0022112069000395Search in Google Scholar

Dey, S., 2014. Fluvial Hydrodynamics: Hydrodynamic and Sediment Transport Phenomena. Springer-Verlag, Berlin, Heidelberg.Search in Google Scholar

Dey, S., Nath, T.K., 2010. Turbulence characteristics in flows subjected to boundary injection and suction. J. Eng. Mech., ASCE, 136, 7, 877-888.10.1061/(ASCE)EM.1943-7889.0000124Search in Google Scholar

Dey, S., Das, R., 2012. Gravel-bed hydrodynamics: Doubleaveraging approach. J. Hydraul. Eng., 138, 8, 707-725.10.1061/(ASCE)HY.1943-7900.0000554Search in Google Scholar

Franca, M.J., Lemmin, U., 2009. The simultaneous occurrence of logarithmic and S-shaped velocity profiles in gravel-bed river flows. Arch. Hydro-Eng. and Environ. Mech., 56, 1-2, 29-41.Search in Google Scholar

Grass, A.J., 1971. Structural features of turbulent flow over smooth and rough boundaries. J. Fluid Mech., 50, 2, 233-255.10.1017/S0022112071002556Search in Google Scholar

Goring, D., Nikora, V.I., 2002. Despiking acoustic Doppler velocimeter data. J. Hydraul. Eng., 128, 1, 117-126.10.1061/(ASCE)0733-9429(2002)128:1(117)Search in Google Scholar

Guo, J., Julien, P.Y., 2008. Application of the modified logwake law in open-channels. J. Appl. Fluid Mech., 1, 2, 17-23.Search in Google Scholar

Kline, S.J., Reynolds, W.C., Schraub, F.A., Runstadler, P.W., 1967. The structure of turbulent boundary layers. J. Fluid Mech., 30, 741-773.10.1017/S0022112067001740Search in Google Scholar

MacVicar, B.J., Dilling, S., Lacey, R.W.J., Hipel, K., 2014. A quality analysis of the Vectrino II instrument using a new open-source MATLAB toolbox and 2D ARMA models to detect and replace spikes. In: Proc. Conf. River Flow 2014, Lausanne, Switzerland.10.1201/b17133-261Search in Google Scholar

Mignot, E., Barthelemy, E., Hurther, D., 2009. Doubleaveraging analysis and local flow characterization of nearbed turbulence in gravel-bed channel flows. J. Fluid Mech., 618, 279-303.10.1017/S0022112008004643Search in Google Scholar

Najafabadi, E.F., Afzalimehr, H., Sui, J., 2015. Turbulence characteristics of favorable pressure gradient flows in gravel-bed channel with vegetated walls. J. Hydrol. Hydromech., 63, 2, 154-163.10.1515/johh-2015-0019Search in Google Scholar

Nezu, I., Nakagawa, H., 1993. Turbulence in Open-Channel Flows. Balkema, Rotterdam.Search in Google Scholar

Parsheh, M., Sotiropoulos, F., Port ́e-Agel, F., 2010. Estimation of power spectra of acoustic-Doppler velocimetry data contaminated with intermittent spikes. J. Hydraul. Eng., 136, 6, 368-378.10.1061/(ASCE)HY.1943-7900.0000202Search in Google Scholar

Rodríguez, J.F., García, M.H., 2008. Laboratory measurements of 3-D flow patterns and turbulence in straight open channel with rough bed. J. Hydraul. Res., 46, 454-465.10.3826/jhr.2008.2994Search in Google Scholar

Sarma, K.V.N., Prasad, B.V.R., Sarma, A.K., 2000. Detailed study of binary law for open channels. J. Hydraul. Eng., 126, 3, 210-214.10.1061/(ASCE)0733-9429(2000)126:3(210)Search in Google Scholar

Tracy, H.J., Lester, C.M., 1961. Resistance coefficients and velocity distribution in smooth rectangular channel. U.S. Geological Survey (USGS) Water-supply paper 1592-A, USGS, Washington, D.C., A1-A18.Search in Google Scholar

Vanoni, V.A., 1941. Velocity distribution in open channels. Civil Eng., 11, 6, 356-357.Search in Google Scholar

Willmarth, W.W., Lu, S.S., 1972. Structure of the Reynolds stress near the wall. J. Fluid Mech., 55, 65-92.10.1017/S002211207200165XSearch in Google Scholar

Wright, J.D., Baas, J.H., 2013. Despiking ultrasonic Doppler velocity-profiling data. J. Sedimentary Res. (Research Methods), 83, 11, 954-961.10.2110/jsr.2013.69Search in Google Scholar

Yang, S.Q., Tan, S.K., Lim, S.Y., 2004. Velocity distribution and dip-phenomenon in smooth uniform open channel flows. J. Hydraul. Eng., 130, 12, 1179-1186.10.1061/(ASCE)0733-9429(2004)130:12(1179)Search in Google Scholar

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