\شماره٪٪۱
Ehteram, M., El-Shafie, A.H., Hin, L.S. and et al.
``Toward bridging future irrigation
deficits utilizing the shark algorithm integrated with a climate
change model'', {\it Appl Sci}, {\bf 9}(19), p. 3960 (2019).
\شماره٪٪۲
Mirzazade, P, ``Investigation flood routing methods in river
and reservoirs'', Master Thesis. Sistan and Baluchestan University.
Civil college (In Persian) (2018).
\شماره٪٪۳
Barati, R., Badfar, M., Azizyan G. and et al. ``Discussion of
``parameter estimation of extended nonlinear Muskingum models with the
weed optimization algorithm'' by Farzan Hamedi, Omid Bozorg-Haddad, Maryam
Pazoki, Hamid-Reza Asgari, Mehran Parsa, and Hugo a. Loiciga'',
{\it J Irrig Drain Eng}, {\bf 144}(1), pp. 07017021
doi:org/10.1061/(ASCE)IR.1943-4774.000109 (2017).
\شماره٪٪۴
Ehteram, M., Binti Othman, F., Mundher Yaseen, Z. and et al.
`` Improving the muskingum
flood routing method using a hybrid of particle swarm optimization
and bat algorithm '', {\it Water}, {\bf 10}, p. 807 (2018).
\شماره٪٪۵
Najah Ahmed, A., Binti Othman, F., Abdulmohsin Afan, H.
``Machine learning methods for better water quality prediction'',
{\it Journal of Hydrology}, {\bf 578}, pp. 41-58 (2016).
\شماره٪٪۶
Chow, V.T, {\it Open Channel Hydraulic}, 3rd Ed. McGraw Hill
Book Company. New York. Inc, (1973).
\شماره٪٪۷
McCarthy, G.T, ``The unit hydrograph and flood routing'',
Proc. Conf. of North Atlantic Division, U.S. Army Corps of Engineers,
Washington, DC, (1938).
\شماره٪٪۸
Tung, Y.K, ``River flood routing by nonlinear Muskingum
method'',
{\it Journal of Hydrologic Engineering}, {\bf 111},
pp. 1447-1460 (1985).
\شماره٪٪۹
Mohan, S. Parameter estimation of nonlinear Muskingum
models using genetic algorithm'', {\it J. Hydraulic. Eng}, {\bf
123}, pp. 137-142,
(1997).
\شماره٪٪۱۰
Premual, M., K.G. RangaRaju, ``Variable-parameter stage
-hydrograph routing method: I Theory'', {\it Journal of Hydrologic
Engineering ASCE}, {\bf 3}, pp. 109-114 (1998).
\شماره٪٪۱۱
Premual, M., O'Donnell, P.E. and K.G. RangaRaju. ``Field application
of a variable parameter Muskingum-Cunge method'', {\it Journal of
Hydrologic Engineering}, {\bf 6}, pp. 196-207 (2001).
\شماره٪٪۱۲
Kim J.H., Geem, Z.W. and Kim, E.S. ``Parameter estimation
of the nonlinear Muskingum model using harmony search'', {\it Journal
of the American Water Resources Association}, {\bf
37}, pp. 1131-1138 (2001).
\شماره٪٪۱۳
Das, A, ``Parameter estimation for Muskingum models'', {\it Journal
of Irrigation and Drainage Engineering}, {\bf 2}, pp. 140-147 (2004).
\شماره٪٪۱۴
Farzin S., and Singh V., Karami H. and et al.
``Flood routing
in river reaches using a three-parameter Muskingum model coupled
with an improved bat algorithm'', {\it Water}, {\bf
10}(9), p. 1130 (2018).
\شماره٪٪۱۵
Bazargan J. and Norouzi H. ``Investigation the effect of using
variable values for the parameters of the linear Muskingum method
using the particle swarm algorithm (PSO)'', {\it Water Resources Management},
{\bf 32}(14), pp. 4763-4777 (In Persian) (2018).
\شماره٪٪۱۶
Khalifeh, S., Esmaili, K., Khodashenas, S. and et al.
``Data on optimization of the Non-linear muskingum flood routing
in kardeh river using GOA algorithm '', {\it Journal of Data in Brief},
{\bf 30}, doi:org/10.1016/j.dib.2020.105398 (2020).
\شماره٪٪۱۷
Mirjalili S. ``Dragonfly algorithm: a new meta-heuristic
optimization technique for solving singleobjective, discrete,
and multi-objective problems'', {\it Neural Comput. Appl}, {\bf 27}
(4), pp. 1053-1073 (2016).
\شماره٪٪۱۸
Chu, H.J. and Chang, L.C. ``Applying particle swarm optimization
to parameter estimation of the nonlinear Muskingum model'', {\it Journal
of Hydrologic Engineering}, {\bf 14}, pp. 1024-1027 (2009).
\شماره٪٪۱۹
Wilson, E.M. ``Engineering hydrology'', MacMillan Education,
Hampshire United Kingdom, (1974).
\شماره٪٪۲۰
Gill, M.A, ``Flood routing by the Muskingum method'', {\it Journal
of Hydrology}, {\bf 36}(3-4), pp. 353-363 (1978).
\شماره٪٪۲۱
Geem, Z. ``Parameter estimation for the noulinear muskingum model Using the
BFGS technique'', {\it Journal of Irrigation and Drainage Engineering}, {\bf
5}(474), pp.474-478 (2006).
)