1- Riahi Modvar, H., and Ayyoubzadeh, S. A. (2008). “Estimating longitudinal dispersion coefficient of pollutants using adaptive neuro-fuzzy inference system.” J. of Water and Wastewater, 67, 34-47 (In Persian).
2- Lai, C.J., and Knight, D.W. (1988). “Distribution of streamwise velocity and boundary shear stress in compound ducts.” Proc., 3^{rd} Int. Symp. on Refined Flow Modeling and Turbulence Measurements,Tokyo,Japan, 527-536.
3- Knight, D.W., Yuen, K.W.H., and Al-hamid, A.A.I. (1994). “ Chapter 4: Boundary shear stress distributions in open channel flow.” Physical mechanisms of mixing and transport in the environment, K. Beven, P. Chatwin, J. Millbank, eds. Wiley, New York.
4- Rhodes, D.G., and Knight, D.W. (1994). “Distribution of shear force on boundary of smooth rectangular duct.” J. Hydr., Eng., 120(7), 787-807.3- Knight, D.W., Yuen, K.W.H., and Al-hamid, A.A.I. (1994). “ Chapter 4: Boundary shear stress distributions in open channel flow.” Physical mechanisms of mixing and transport in the environment, K. Beven, P. Chatwin, J. Millbank, eds. Wiley,New York.3- Knight, D.W., Yuen, K.W.H., and Al-hamid, A.A.I. (1994). “ Chapter 4: Boundary shear stress distributions in open channel flow.” Physical mechanisms of mixing and transport in the environment, K. Beven, P. Chatwin, J. Millbank, eds. Wiley,New York.
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8- Knight, D.W., Shiono, K., and Pirt, J. (1989). “Prediction of depth mean velocity and discharge in natural rivers with overbank flow.” Proc. Int. Conf. on Hydraulic and Environmental Modeling of Coastal, Estuarine and River Waters,Univ. ofBradford, Gower Technical Press, 38,419-428.
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10- Knight, D.W., Omran, M., and Tang, X. (2007). “Modeling depth-averaged velocity and boundary shear in trapezoidal channels with secondary flows.” J. Hydr. Eng., 133 (1), 39-47.
11- Tang, X., and Knight, D.W. (2008). “Lateral depth-averaged velocity distribution and bed shear in rectangular compound channels.” J. Hydr. Eng., 134(9), 1337-1342.
12- Tominaga, A., and Knight, D.W. (2004). “Numerical evaluation of secondary flow effects on lateral momentum transfer in overbank flows.” River Flow 2004, Proc., 2^{nd} Int. Conf. on Fluvial Hydraulics, Napoli, Italy, Vol 1, 353-361.
13- Abril, J.B., and Knight, D.W. (2004). “Stage-discharge prediction for rivers in flood applying a depth-averaged model.” J. Hydr. Res., 42 (6), 616-629.
14- Knight, D.W., and Abril, J.B. (1996). “Refined calibration of a depth averaged model for turbulent flow in a compound channel.” Proc., Institution of Civil Engineers, Water, Maritime and Energy,London, 151-159.
15- Ghosh, S.N., and Roy, N. (1970). “Boundary shear distribution in open channel flow.” J. Hydr. Div., 96(4), 967-994.
16- Flintham, T.P., and Carling, P.A. (1988). “The prediction of mean bed and wall boundary shear in uniform and compositely rough channels.” Proc. Int. Conf. River Regime,New York, 267-286.
17- Yang, S.Q., and Lim, S.Y. (1997). “Mechanism of energy transportation and turbulent flow in a 3D channel.” J. Hydr. Eng., 123(8), 684-692.
18- Yang , S. Q., and Lim, S.Y. (1998).”Boundary shear stress distributions in smooth rectangular channels.” Proc. Institution of Civil Engineers Water, Maritime and Energy,London, 163-173.
19- Yang, S. Q., and Lim, S.Y. (2002). “A geometrical method for computing the distribution of boundary shear stress across irregular straight open channels.” J. Hydr. Res., 40(3), 535-542.
20- Khodashenas, S. R., El Kadi Abderrezzak, K., and Paquier, A. (2008). “Boundary shear stress in open channel flow: A comparison among six methods.” J. Hydr. Res., 46(5), 598-609.
21- Balachander, R., Hagel, K., and Blakely, D. (2002). “Velocity distribution in decelerating flow over rough surface.” Can. J. Civil Eng., 29, 211-220.
22- Lane, E.W. (1953). “Progress report on studies on the design of stable channels by the Bureau of Reclamation.” ASCE, 79, 1-30.
23- Knight, D.W., and Patel, H. S. (1985a). “Boundary shear in smooth rectangular ducts.” J. Hydr. Eng., 111 (1), 29-47.
24- Tominaga, A., Nezu, I., Ezaki, K., and Nakagawa, H. (1989). “Three-dimensional turbulent structure in straight open channel flows.” J. Hydr. Res., 27(11), 149-173.
25- Aly, A. M. M., Trupp, A.C., and Gerrard, A.D. (1978). “Measurements and prediction of fully developed turbulent flow in an equilateral triangular duct.” J. of Fluid Mech., 85 (1), 57-83.
26- Khodashenas, S. R., and Paquier, A. (1999). “A geometrical method for computing the distribution of boundary shear stress across irreqular straight open channels” J. Hydr. Res., 37 (3), 381-388.
27- Liao, H., and Knight, D.W. (2007). “Analytic stage-discharge formulas for flow in straight prismatic channels.” J. Hydr. Eng., 133(10), 1111-1122
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