- Ahmadpour, A., Mirhashemi, S., and Haghighat jou, P. (2019). Evaluation of the accuracy of HMS-SMA and bilinear time series models in predicting daily runoff (Case study: Idenak station at Maroun basin). Journal of Water and Soil Conservation, 26(3), 161-176. (In Persian)
- Alizadeh, A. (2014). Principles of Applied Hydrology, Emam Reza University Press. (In Persian)
- Allali, H., Elmeddahia, Y., Moudjeberc, D. E., Mahmoudic, H., and Goosend, M. F. (2022). Utilizing hydrograph transform methods and a hydrologic modeling system in rainfall-runoff simulation of a semi-arid watershed in Algeria in north-west Africa. Desalination and Water Treatment, 255, 220-228.
- Asadi, M., Jabbari, I., and Hesadi, H. (2020). Flood modeling in arid and semiarid areas using HEC-HMS model (Case study: Esteghlal Minab basin). Quantitative Geomorphological Research, 8(3), 17-33. (In Persian)
- Azizian, A. (2017). Assessment and uncertainty analysis of different time of concentration methods. Iranian Journal of Soil and Water Research, 48(2), 275-288. (In Persian)
- Azizian, A., and Shokoohi, A. (2013). An Investigation on the effects of DEM resolution and stream delineation thresholds on the performance of the kinematic-wave-based GIUH model, Journal of Hydraulics, 8(3), 1-18. (In Persian)
- Bayati, S., Nasr Esfahani, M. A., and Abdollahi, K. (2018). Comparing the response characteristics and volumetric water balance in three unit hydrograph methods (A case study: Vanak Basin). Iranian journal of Ecohydrology, 5(2), 373-385. (In Persian)
- Clark, C.O. (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110, 1419 –1446.
- Fathian, H., Akhondali, A.M., and Sharifi, M.R. (2020). Parameters uncertainty analysis in estimating probable maximum flood in Bakhtiary dam basin by monte carlo method, Iranian Journal of Soil and Water Research, 51(4), 855-871. (In Persian)
- Green, I. R. A., and Stephenson, D. (1986). Criteria for comparison of single event models. Hydrological Sciences Journal, 31(3), 395-411.
- Hemati, M., Shahnazi, M|., Ahmadi, H., and Salarijazi, M. (2017). Flood peak flow simulation and determination of flood source area in the QARANQU watershed using hydrological Mod-Clark model and GIS, Irrigation and Water Engineering, 7(4), 65-80. (In Persian)
- Jahanbakhsh Asl, S., Rezaie Banfsheh, M., Goodarzi, M., Ghafouri Rouzbehani, A., and Mahdian, M.H. (2012). The assessment of time- area and Clark instantaneous unit hydrograph models in estimating flood discharge in Bazoft Karoon, Journal of Geography and Planning, 16(41), 49-66. (In Persian)
- Kim, J. G., and Kang, B. (2016). Estimation of synthetic unit hydrograph by cluster analysis using geomorphic characteristics of mid-size watershed. Journal of The Korean Society of Civil Engineers, 36(3), 439-449.
- Kulkarni, A., and Kale, G. (2022). Identifying best combination of methodologies for event-based hydrological modeling using HEC-HMS software: a case study on the Panchganga River basin, India. Sustainable Water Resources Management, 8(4), 1-16.
- Kumar, R., Chatterjee, C., Lohani, A.K., Kumar, S., and Singh, R.D. (2002). Sensitivity analysis of the GIUH based Clark model for a catchment. Water Resources Managment, 16(4),263-278.
- Lee, J., and Yoo, C. (2022). Use of basin outlet velocity to determine the basin concentration time and storage coefficient. Hydrology Research, 53(10), 1304-1320.
- A. (1998). Applied hydrology, Volume 1, First edition, Shiraz University Press, Iran. 562 p. (In Persian)
- Mostafazadeh, R., Mirzaei, M., Esmali, A., and Zabihi, M. (2018). Sensitivity analysis of the flow hydrograph components due to changes in Clark's time-area model in Mohammad-Abad watershed, Gloestan Province, Iranian Journal of Soil and Water Research, 49(1), 91-99. (In Persian)
- Osman, S., and Abustan, I. (2011). Estimating the Clark instantaneous unit hydrograph parameters for selected gauged catchments in the west Coast of Peninsular Malaysia. ASEAN Engineering Journal. 1(3), 126-141.
- Shahedi, K., Asadi, H., and Gholshan, M. (2016). Comparison of time-area and Clark instantaneous unit hydrograph models efficiency to reconstruct flood hydrographs at Kasilian Watershed, Hydrogeomorphology, 3(7), 123-139. (In Persian)
- Vafakhah, M., Fakher Nikche, A., and Sadeghi, S. H. (2018). Comparative effectiveness of different infiltration models in estimation of watershed flood hydrograph. Paddy and Water Environment, 16(3), 411-424.
- Vafakhah, M., and Moghadamnia, A.R. (2017). Flood management and control. Tarbiat Modares University Press, First edition, 396 p. (In Persian)
- Walega, A. (2014). The importance of the objective functions and flexibility on calibration of parameters of Clark instantaneous unit hydrograph. Geomatics, Landmanagement and Landscape, 2, 75 -85.
- Yannopoulos, S., Christidis, Ch., Loukas, A., and Giannopoulou, I. (2013). A sensitivity analysis on the parameters of clark instantaneous unit hydrograph. In Proceedings of the 8th International Conference of EWRA (European Water Resources Association) Water Resources Management in an Interdisciplinary and Changing Context, Porto, Portugal (pp. 26-29).
|