[1]
P. Das, Study of Barak River meander and associated hazard around Silchar town, Assam, using remote sensing and GIS, Journal of earthscience India, 5(II) (2012), 51-59.
Google Scholar
[2]
A. Laskar and P. Phukon, Erosional vulnerability and spatial-temporal variability of the Barak River, NE India, Current Science, 103(1), (2012).
Google Scholar
[3]
A. N. Papanicolaou, M. Elhakeem, and R. Hilldale, Secondary current effects on cohesive river bank erosion, Water Resources. Res., 43(12), (2006).
DOI: 10.1029/2006wr005763
Google Scholar
[4]
I. Nezu and H. Nakagawa Turbulence in Open-Channel Flows, Balkema, 1993J. Fluid Mech, 269(1994), 373-375.
DOI: 10.1017/s0022112094211618
Google Scholar
[5]
D.A. Ervine and R.H. Sellin, Two-dimensional solution for straight and meandering overbank flows, J. hydraulic. Eng., 126 (2000), 653–669.
DOI: 10.1061/(asce)0733-9429(2000)126:9(653)
Google Scholar
[6]
B. C. van Prooijen, J. A. Battjes, and W. J. Uijttewaal, Momentum exchangein straight uniform compound channel flow, J. Hydraulic. Eng., 131(2005)175– 185.
DOI: 10.1061/(asce)0733-9429(2005)131:3(175)
Google Scholar
[7]
L. Prandtl, Uber die ausgebildete Turbulenz, ZAMM, 5(1952), 136–139.
Google Scholar
[8]
D. Cokljat and B. A. Younis, Second-order Closure Study Of Open-channel Flows, Journal of hydraulic engineering. 121(2) (1995), 94-107.
DOI: 10.1061/(asce)0733-9429(1995)121:2(94)
Google Scholar
[9]
R. Booij, Measurements and large eddy simulations of the flows in some curved flumes, J. Turbul., 4(1) (2003), 1-17.
DOI: 10.1088/1468-5248/4/1/008
Google Scholar
[10]
H. Morvan, G. Pender, N. G. Wright, and D. A. Ervine, Three-Dimensional hydronamics of Meandering Compound Channels 128(7) (2002), 674-682.
DOI: 10.1061/(asce)0733-9429(2002)128:7(674)
Google Scholar
[11]
Lu, W. Z, Zhang, W. S, Cui, C. Z. and Leung, A.Y.T. A numerical analysis of free surface flow in curved open channel with velocity–pressure free- surface correction, Computational Mechanics, 33(2004), 215–224.
DOI: 10.1007/s00466-003-0522-4
Google Scholar
[12]
A. S Ramamurthy, S. Han and P.M. Biron, Three - Dimensional Simulation Parameters for 90° Open Channel Bend Flows, Journal of Computing in Civil Engineering. 27(3) (2013), 282-291.
DOI: 10.1061/(asce)cp.1943-5487.0000209
Google Scholar
[13]
B. E. Launder and D. B. Spalding, The numerical computationof turbulent flows, Computer Methods in Applied Mechanics and Engineering, 3(2) (1974), 269-289.
DOI: 10.1016/0045-7825(74)90029-2
Google Scholar
[14]
R. I. Issa, A. D. Gosmanand and A. P. Watkins, The computation of compressible and incompressible recirculating flows by a non-iterative implicit scheme, Journal of Computational, 62(1986), 66-82.
DOI: 10.1016/0021-9991(86)90100-2
Google Scholar
[15]
J. Odgaard and J. F Kennedy, River-bend bank protection by submerged vanes, J. Hydraul. Eng., 109(8) (1983), 1161–1173.
DOI: 10.1061/(asce)0733-9429(1983)109:8(1161)
Google Scholar