کاربرد روش پردازش تصویر دیجیتال در برآورد ضریب انتشار طولی در آبراهه های مرکب

1.Chatila, G. 1997. Modeling of pollutant transport in compound open channels. PhD Dissertation, Ontario, Canada: University of Ottawa.

2.Djordjevic, S. 1993. Mathematical model of unsteady transport and its experimental validation in compound open channel flow. J. Hydr. Res. 31: 2. 229-248.

3.Faramarz, M. 2002. 1-D mathematical model for pollutant transport in compound channels. M.Sc. Thesis, University of Tarbiat Modarres. (In Persian)

4.Fischer, H.B., List, E.J., Koh, R.C.Y., Imberger, J., and Brooks, N.H. 1979. Mixing in inland and coastal waters. Academic Press.

5.Ghisalberti, M., and Nepf, H. 2005. Mass transport in vegetated shear flows. Environmental Fluid Mechanics. 5: 527-551.

6.Goring, D.G., and Nikora, V.I. 2002. Despiking acoustic dopplervelocimeter data. J. Hydr. Engin. ASCE. 128: 1. 117-126.

7.Hamidifar, H., and Omid, M.H. 2013. Floodplain vegetation contribution to velocity distribution in compound channels. J. Civil Engin. Urbanism. 3: 6. 357-361.

8.Hamidifar, H., Omid, M.H., and Keshavarzi, A. 2015. Longitudinal dispersion in waterways with vegetated floodplain. Ecological Engineering, 84: 398-407.

9.Hamidifar, H., Omid, M.H., and Keshavarzi, A. 2015. Effect of Floodplain Submerged
and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants. J. Hydr. 10: 1. 13-23.

10.Hu, C., Ji, Z., and Guo, Q. 2010. Flow movement and sediment transport in compound channels. J. Hydr. Res. 48: 1. 23-32.

11.Lin, B., and Shiono, K. 1995. Numerical modelling of solute transport in compound channel flows. J. Hydr. Res. 33: 6. 773-788.

12.Nokes, R.I., and Hughes, G.O. 1994. Turbulent mixing in uniform channels of irregular cross section. J. Hydr. Res. 32: 1. 67-86.

13.Nokes, R.I., and Wood, I.R. 1988. Vertical and lateral turbulent dispersion: some experimental results. J. Fluid Mech. 187: 373-394.

14.Pourmoghadam, M. 2008. Spreding of nonreactive solutions in a compound channel. M.Sc. Thesis, Hydraulic Structures, Irrigation and Reclamation Engineering Department, University of Tehran. (In Persian) 

15.Prinos, P. 1992. Dispersion in compound open channel flow. P 359-372, In: R.A. Falconer, K. Shiono and R.G.S. Matthew (Eds.), Hydraulic and Environmental Modelling: Estuarine and River Waters. Ashgate Publishing Ltd.

16.Rajaratnam, N., and Ahmadi, R. 1981. Hydraulics of channels with flood plains. J. Hydr. Res. 19: 1. 43-60. 

17.Rutherford, J.C. 1994. River mixing. New York: John Wiley & Sons, 347p.

18.Shiono, K., and Feng, T. 2003. Turbulence measurements of dye concentration and effects of secondary flow on distribution in open channel flows. J. Hydr. Engin. ASCE. 129: 5. 373-384.

19.Shiono, K., Scott, C.F., and Kearney, D. 2003. Predictions of solute transport in a compound channel using turbulence models. J. Hydr. Res. 41: 3. 247-258.

20.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. 

21.WHO (World Health Organization). 2002. World health report: reducing risks, promoting healthy life. France. 

22.Wood, I.R., and Liang, T. 1989. Dispersion in an open channel with a step in the
cross-section. J. Hydr. Res. 27: 5. 587-601.