http://orcid.org/0000-0001-6599-1480
References
- Aliza, N., Tjahjanto, D., Ali, Z. M., Shaylinda, N., & Asyraff, M. (2009). Laboratory study on effects of vegetations in the open channel hydraulic roughness (Pennisetum purpureum and ipomoea aquatica). In International Conference on Water Resources, ICWR. Kuala Lumpur: Universiti Tun Hussein Onn Malaysia (UTHM).
- Balouchi, B., & Shafai-Bajestan, M. (2012). Effect of sediment load from main canal on maximum scour depth at river confluence. Journal of Irrigation and Water Engineering, 5(1), 1–14.
- Bo, R. K., Hsun-Chuan, C., & You-Cheng, C. (2014). Influence of the bank vegetation on the river bed variations. Geophysical Research Abstracts, 16.
- Ciraolo, G., Ferreri, G. B., & Loggia, G. L. (2006). Flow resistance of Posidonia oceanica in shallow water. Journal of Hydraulic Research, 44, 189–202.10.1080/00221686.2006.9521675
- Cook, H. L. (1938). Spartanburg outdoor hydraulic laboratory. Journal of the Civil Engineering Division, 8, 653–655.
- Cox, M. B., & Palmer, V. J. (1948). Results of tests on vegetated waterways and method of field application. Oklahoma Agricultural Experiment Station. Miscellaneous publication no. MP-12, 43.
- Curran, J. C., & Hession, W. C. (2013). Vegetative impacts on hydraulics and sediment processes across the fluvial system. Journal of Hydrology, 505, 364–376.10.1016/j.jhydrol.2013.10.013
- Ebrahimi, N. G. (2008). Estimation of the vegetation roughness coefficient in bed river for mathematical models calibration, in River Engineering. Ahwaz: Shahid Chamran University.
- Fengfeng, G. U., Lin, M. U., Dingman, Q. I., Junhua, L. I., Lingshuang, K., & Yuanyang, W. (2011). Study on roughness coefficient for unsubmerged reed in the Changjiang Estuary. Acta Oceanologica Sinica, 30, 108–113.
- Mir-Sadeghi, F. (2014). Evaluation of hydraulic flow in channels with variable wall vegetation and aggregation on the floor, in River Engineering. Tehran: University of Tarbiat Modarress University.
- Nehal, L., Hamimed, A., Khaldi, A. (2013). Experimental study on the impact of emergent vegetation on flow. In A. Yousef (Ed.), 17th International Water Technology Conference, IWTC. Istanbul: Fatih University.
- Nezo, I., & Naot, D. (1999). Partly vegetated open channels, new experimental evidence. In 28th International IAHR Conference. Graz: IAHR.
- Rey, F., Isselin-Nondedeu, F., & Bédécarrats, A. (2007). Vegetation dynamics on sediment deposits upstream of bioengineering works in mountainous marly gullies in a Mediterranean climate (Southern Alps, France). In Stokes, A., Spanos, I., Norris, J. E., & Cammeraat, E. (Eds.), Eco-and ground bio-engineering: The use of vegetation to improve slope stability: Proceedings of the First International Conference on Eco-Engineering 13–17 September 2004 (pp. 297–307). Dordrecht: Springer.
- Sharpe, r. G., & Jame, C. S. (2005). Deposition of sediment from suspension in emergent vegetation. Water SA, 32, 221–228.
- Xia, J., & Nehal, L. (2013). Hydraulic features of flow through emergent bending aquatic vegetation in the Riparian zone. Water, 5, 2080–2093.10.3390/w5042080