آنالیز حساسیت مولفه‌های هیدروگراف جریان به تغییر در پارامترهای روش زمان – مساحت کلارک در آبخیز محمدآباد استان گلستان

Adib, A., Salarijazi, M., Mahmoodian Shooshtari, M., and Mohammad Akhondali, A. (2011). Comparison between characteristics of geomorphoclimatic instantaneous unit hydrograph be produced by GCIUH based Clark model and Clark IUH model. Marine Science and Technology, 19(2), 201-209.

Ahmad, M.M., Ghumman, A.R., and Ahmad, S. (2009). Estimation of Clark’s instantaneous unit hydrograph parameters and development of direct surface runoff hydrograph. Journal of Water Resources Management, DOI 10.1007/s11269-008-9388-8.

Al-Smadi, M. (1998). Incorporating spatial and temporal variation of watershed response in a GIS-based hydrologic model, M.Sc Thesis in Biological Systems Engineering, Virginia, Blacksburg, 148p.

Asadi, H., Moradi, H., and Sadeghi, S.H. (2016). The effect of storage coefficient in flood routing, a case study of kasilian watershed, mazandaran province. International Bulletin of Water Resources & Development, IV(01), 23-33. (In Farsi)

Asadi, H., Moradi, H.R., Telvari, A.R., and Sadeghi, S.H.R. (2010). Evaluating methods of storage coefficient of Clark's Instantaneous Unit Hydrograph in simulation of flood unit hydrograph.  Science and Technology of Agriculture and Natural Resources, Water and Soil Science, 14(53), 41-50. (In Farsi)

Bahremand, A., and De Smedt, F. (2007). Distributed hydrological modeling and sensitivity analysis in torysa watershed, slovakia. water resources management. Springer Science, Doi: 10.1007/s11269-007-9168-x.

Bardossy, A. (2007). Calibration of hydrological model parameters for ungauged catchments. Hydrology and Earth System Sciences, 11, 703-710.

Clark, C.O. (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110, 1419–1446.

Crobeddu, E., Bennis, S., and Rhouzlane, S. (2007). Improved rational hydrograph method. Journal of Hydrology, 338, 63–72.

Gan, Y., Duan, Q., Gong, W., Tong, Ch., Sun, Y., Chu, W., Ye, A., Miao, C., and Di, Zh. (2014). A comprehensive evaluation of various sensitivity analysis methods: A case study with a hydrological model. Environmental Modelling & Software, 51, 269-285.

Gharun, M., Azmi, M., and Adams, M.A. (2015). Short-term forecasting of water yield from forested catchments after bushfire: A case study from Southeast Australia. Water, 7, 599-614.

Ghumman, A.R., Khaled, Kh., Hashmi, H.N., and Ahmad, M.M. (2014). Comparison of clark and geographical instantaneous unit hydrograph models for arid and semi arid regions. International Journal of Water Resources and Arid Environments, 3(1), 43-50

Giudice, G.D., and Padulano, R. (2016). Sensitivity analysis and calibration of a rainfall-runoff model with the combined use of EPA-SWMM and genetic algorithm. Acta Geophysica, 64(5), 1755-1778.

Jain, V., and Sinha, R. (2003). Derivation of unit hydrograph from GIUH analysis for a Himalayan river. Journal of Water Resources Management, 17, 355–375.

Kilgore, J. L. (1997). Development and evaluation of a GIS-based spatially distributed unit hydrograph model. M.Sc Thesis in Biological Systems Engineering Dept, Virginia Tech, Blacksburg.

Kumar, R., Chatterjee, C., Lohani, A.K., and Kumar, S. (2004).GIUH based Clark and Nash models for runoff estimation for an ungauged basin and their uncertainty analysis. International Journal of River Basin Management, 2(4), 281-290.

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 Management, 16, 263–278.

McCuen, R.H. (1973). The role of sensitivity analysis in hydrologic modeling. Journal of Hydrology, 18, 37-53.

Mostafazadeh, R., Bahremand, A., and Sadaddin, A. (2009). Simulating the direct runoff hydrograph using Clark instantaneous unit hydrograph (Case study: Jafar-Abad Watershed, Golestan Province). Water and Soil Conservation, 16(3), 105-122. (In Farsi)

Nash, J. E., and Sutcliffe, J.V. (1970). River flow forecasting through conceptual models part I - A discussion of principles. Journal of Hydrology, 10(3), 282–290.

Noorbakhsh, M.E., Rahnama, M.B., and Montazeri, S. (2005). Estimation of IUH with Clark's method using GIS techniques. Journal of Applied Sciences, 5(3), 455-458.

Perumal, M., Moramarco, T., and Melone, F. (2007). A caution about the multilinear discrete lag-cascade model for flood routing. Journal of Hydrology, 338, 308–314.

Poor Hajizadeh, A., Mohseni saravi, M., Varvani, J., and Vafakhah, M. (2009). Relationship between NASH Instantace Unit Hydrograph parameters and Flow physiographical characteristics in some selection watersheds iran. Watershed Management Researches (Pajouhesh & Sazandegi), 83, 21-29. (In Farsi)

Sadeghi, S.H.R., and Dehghani, M. (2006). Efficacy of estimation methods for storage coefficient of instantaneous unit hydrograph in flood unit hydrograph regeneration. Agricultural Sciences and Natural Resources, 13(3), 152-160. (In Farsi)

Sadeghi, S.H.R., Mostafazadeh, R., and Sadoddin,A. (2015). Changeability of simulated hydrograph from a steep watershed resulted from applying Clark’s IUH and different time–area histograms. Environmental Earth Sciences, 74, 3629-3643.

Safavi, H.R. (2009). Engineering Hydrology. Arkan Danesh Publishing Company, Isfahan, Iran. 620p. (In Farsi)

Salas, J.D. (2006). Notes on Unit Hydrographs. Colorado State University. Department of Civil and Environmental Engineering. CE 322. 25p.

Singh, V. P. (1988). Hydrologic Systems: Rainfall-Runoff Modeling. vol. 1. Englewood Cliffs, N.J: Prentice Hall.

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.

Wanielista, M.P. (1997). Hydrology Water Quantity and Water Quality Control. University of Central Florida. 565p.

Willmot, C.J. (1981). On the validation of models. Physical Geography, 2, 184–194.

Yannopoulos, S., Christidis, Ch., Loukas, A., and Giannopoulou, I. (2013). A sensitivity analysis on the parameters of clark instantaneous unit hydrograph. 8th International Conference of EWRA "Water Resources Management in an Interdisciplinary and Changing Context". January, 1055-1065.

Zegre, N., Skaugset, A.E., Som, N.A., and McDonnell, J.J. (2010). In lieu of the paired catchment approach: Hydrologic model change detection at the catchment scale. Water Resources Research, 46, W11544, 1-20.

Zoppou, Ch. (1999). Review of storm water models. CSIRO Land and Water Canberra Technical report, 52/99.