بررسی اثر عمق نسبی بر مشخصات جریان در کانال مرکب پیچانرودی

Chow, V.T. (1959). Open channel hydraulics. McGraw-Hill, New York.

Goring, D. G. and V. I. Nikora. (2002). Despiking acoustic doppler velocimeter data. Journal of Hydraulic Engineering, 128(1): 117–126.

Hagerman, J. R., and Williams, J. D. (2000). Meander Shape and the Design of Stable Meanders. In Proceedings American Water Resources Association, Specialty Conference, Anchorage, Alaska, April

Liu, C., Shan, Y., Liu, X., and Yang, K. (2015). Method for assessing discharge in meandering compound channels. In Proceedings of the Institution of Civil Engineers-Water Management, 169(1), 17-29.

Liu, C., Shan, Y., Liu, X., Yang, K. and Liao, H. (2016). The effect of floodplain grass on the flow characteristics of meandering compound channels, Journal of Hydrology, 542, 1-17.

Mohanty, P. K., Dash, S. S., and Khatua, K. K. (2012). Flow investigations in a wide meandering compound channel. International Journal of Hydraulic Engineering, 1(6), 83-94.‏

Mohanty, P.K., (2019). Flow and its distribution in wide meandering compound channels. Journal of Hydrology, 575,115-130

Nikubakht, E., Hamidifar, H., and Keshavarzi, A. (2018). Effect of Floodplain Non-submerged Vegetation on Bed Variation in Meandering Compound Rivers. Iranian journal of Ecohydrology, 5(2), 461-470. (In Farsi).

Pan, Y., Li, Z., Yang, K. and Jia, D., (2019). Velocity distribution characteristics in meandering compound channels with one-sided vegetated floodplains. Journal of Hydrology, 578, 124068.

Patra, K.C., Kar, S.K. and Bhattacharya, A.K., (2004). Flow and velocity distribution in meandering compound channels. Journal of Hydraulic Engineering, 130(5), 398-411

Prabir, K. M., Saine, S. D., and Khatua, K. K. (2012). Flow Investigations in a Wide Meandering Compound Channel. Journal of Hydraulic Engineering, 1(6), 83-94

Sellin, R. H. J., Ervine, D. A., and Willetts, B. B. (1993). Behaviour of meandering two-stage channels. Proceedings of the Institution of Civil Engineers-Water Maritime and Energy, 101(2), 99-111.‏

Shiono, K. and Knight, D. W. (1991). Turbulent open-channel flows with variable depth across the channel. Journal of fluid mechanics. 222, 617-646.

Shiono, K., and Muto, Y. (1998). Complex flow mechanisms in compound meandering channels with overbank flow. Journal of fluid mechanics, 376, 221-261

Shiono, K., Chan, T. L., Spooner, J., Rameshwaran, P., and Chandler, J. H. (2009). The effect of floodplain roughness on flow structures, bedforms and sediment transport rates in meandering channels with overbank flows: Part I. Journal of Hydraulic Research, 47(1), 5-19‏‏

Shiono, K., Spooner, J., Chan, T., Rameshwaran, P. and Chandler, J., (2008). Flow characteristics in meandering channels with non-mobile. Journal of Hydraulic Research, 46(1), 113-132

Tominaga, A., Nezu, I., Ezaki, K., and Nakagawa, H. (1989). Three-dimensional turbulent structure in straight open channel flows. Journal of hydraulic research, 27(1), 149-173.

Wahl, T.L. (2000). Analyzing ADV data using WinADV, ASCE Joint Conference on Water Resources Engineering and Water Resources Planning and Management, Minneapolis, Minnesota, USA, July 30-August 2.

Wormleaton, P.R., Sellin, R.H.J., Bryant, T., Loveless, J.H., Hey, R.D. and Catmur, S.E., (2004). Flow structures in a two-stage channel with a mobile bed. Journal of Hydraulic Research. 42(2), 145-162

Weiming, W. U., and Zhiguo, H. E. (2009). Effects of vegetation on flow conveyance and sediment transport capacity. International Journal of Sediment Research. 24(3), 247-259.

Xiao, Y., Wang, N., Liang, D., and Liu, J. (2018). Flow structures in trapezoidal compound channels with different side slopes of main channel. International Journal of Civil Engineering, 16(7), 823-835.‏

Zahiri A, Amini R and Kordi H (2013). Numerical simulation of velocity lateral distribution in meandering compound channels. Journal of Water and Soil Conservation, 19(3), 201-218. (In Farsi).