Laboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling
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[1] Chung Chieh Hsu,et al. Subcritical 90° Equal-Width Open-Channel Dividing Flow , 2002 .
[2] Masoud Ghodsian,et al. DISCHARGE COEFFICIENT FOR SHARP-CRESTED SIDE WEIR IN SUBCRITICAL FLOW , 1999 .
[3] Kittur G. Ranga Raju,et al. Side Weir in Rectangular Channel , 1979 .
[4] Kanakatti Subramanya,et al. Spatially Varied Flow over Side-Weirs , 1972 .
[5] D. Manivannan,et al. Discharge Coefficient of Rectangular Side Weirs , 1994 .
[6] Markus Disse,et al. Assessment of Discharge through a Dike Breach and Simulation of Flood Wave Propagation , 2006 .
[7] Nihat Kaya,et al. Discharge Coefficient for Trapezoidal Labyrinth Side Weir in Subcritical Flow , 2011 .
[8] R. W. P. May,et al. Hydraulic Design of Side Weirs , 2003 .
[9] W. Hager. Lateral Outflow Over Side Weirs , 1987 .
[10] Nihat Kaya,et al. Discharging capacity of rectangular side weirs in straight open channels , 2011 .
[11] N. Rivière,et al. Use of side-weir models and shallow water equations with TVD scheme for open channel bifurcations , 2008 .
[12] A. Odgaard,et al. Three‐Dimensional Flow Structure at Open‐Channel Diversions , 1993 .
[13] Luca Solari,et al. Applicability of the De Marchi Hypothesis for Side Weir Flow in the Case of Movable Beds , 2012 .
[14] Hin-Fatt Cheong. Discharge Coefficient of Lateral Diversion from Trapezoidal Channel , 1991 .
[15] V. T. Chow. Open-channel hydraulics , 1959 .
[16] F. Sotiropoulos,et al. THREE-DIMENSIONAL NUMERICAL MODEL OF LATERAL-INTAKE INFLOWS , 1999 .
[17] Sergio Montes,et al. Hydraulics of open channel flow , 1998 .