References
Asadi, E., Fkheri fard, A., & Ghorbani, M.A. (2011). Tank model application to derive unit hydrographs of quick and slow runoff for rainfall- runoff process (case study: Navrood Basin). Water and Soil Science, 21(3), 23-35. https://journals.tabrizu.ac.ir/article_1197_36.html?lang=en. [In Persian]
Basri, H. (2013). Development of Rainfall-runoff model using tank model: problems and challenges in province of aceh, Indonesia. Aceh
International Journal of Science and Technology,
2(1), 26-36. doi:
10.13170/aijst.
2.1.574
Duan, Q., Sorooshian, S., & Gupta,
V.K. (1993). Shuffled complex evolation approach for effective and efficient global minimization.
Journal of Optimization Theory and Applications,
76(3), 501–521. doi:10.1007/
BF00939380
Duan, Q., Sorooshian, S., & Gupta,
V.K. (1994). Optimal use of the SCE-UA global optimization method for calibrating watershed models.
Journal of Hydrology,
158(3-4), 265–284. doi: 10.1016/0022-1694(94)90057-4.
Gholshan, M., Esmali Aori, A., & Asadi, H. (2016). Comparison of Rosenberk, Genetics, URS and SCE-UA optimization methods to determine the parameters of SYMHID Model for simulation of flow.
Geography and Environmental Sustainability, 18, 67-80.
https://civilica.com/doc/1410490. [In Persian]
Kim, S.J., Jee, Y.G., & Kim, P.S. (2005). The Comparative analysis of optimization methods for the parameter calibration of rainfall-runoff models. Journal of the Korean Society of Agricultural Engineers,47(3), 3-13. doi: 10.5389/KSAE.2005.47.3.003
Kuok, K.K., Harun, S., & Chiu, P.C. (2011). Investigation best number of tanks for hydrological tank model for rural catchment in humid region. International Journal of Advances in Soft Computing and its Applications, 3(3), 1-17. http://dspace.
unimap.edu.my/bitstream/handle/123456789/18973/2.investigation.pdf?sequence=1&isAllowed=y
Piramoon, N., Abdollahi, K., Mirabbasi-Najafabadi, R., & Nekooei, M. (2009). Evaluating the effectiveness of Tank and SIMHYD rainfall-runoff models in the simulation of Behesht Abad river flow.
8th National Conference on Rainwater Catchment Systems, Ferdowsi University of Mashhad, Mashhad, Iran.
https://civilica.com/doc/1164428. [In Persian]
Rezaei, H., Jabbari, A., Behmanesh, J., & Hesari, B. (2006). Modeling the daily runoff of the Nazlochai basin in the west of Lake Urmia using the tank model.
Journal of Water and Soil Conservation, 23(6),123-141. doi:
10.
22069/jwfst.2017.9735.2401. [In Persian]
Salmani, H., Bahremand, A., Saber Chenari, K., & Rostami Khalaj, M. (2013). Evaluation of the
efficiency of AWBM, sacramento and tank rainfall runoff model in runoff simulation in Arazkoose-Goorganrood Basin, Golestan porovince.
Ecohydrology,
1(2), 207-221. dor:
10.22059/ije.2014.54225. [In Persian]
Saxton, K.E., & Lenz, A.T. (1967). Antecedent retention indexes predict soil moisture.
Journal of Hydrology Div ASCE,
93(4), 223-241.
doi:10.1061/jyceaj.0001647
Song, J.H., Her, Y., Park, J., Lee, K.D., & Kang, M.S. (2017) Simulink implementation of a hydrologic model: A Tank model case study. Water, 9(9), 639. doi.10.3390/w9090639.
Song, J.H., Her, Y., Suh, K., Kang, M.S., & Kim, H. (2019). Regionalization of a rainfall runoff model: limitations and potentials. Water, 11, 2257. Doi:10.3390/w11112257.
Suryoputro, N., Suhardjono, S., Widandi, & Suhartanto, E. (2017). Calibration of infiltration parameters on hydrological tank model using runoff coefficient of rational method. Cite as: AIP Conference Proceedings 1887(1), 020056. doi:
10.1063/1.5003539.
Yonesi, H., Yosefi, H., Arshia, A., & Yarahmadi, Y. (2020). runoff rainfall simulation using rrl toolkit (case study: Rahim Abad station-Silakhor plain).
Irrigation and Drainage,
4, 1348-1361. dor:
20.
1001.1.20087942.1399.14.4.19.8 [In Persian]
Yue, S., & Hashino, M. (2000). Unit hydrographs to model quick and slow runoff components of streamflow. Journal of Hydrology, 227(1-4), 195-206. doi:10.1016/S0022-1694(99)00185-7.
)