[1] Jenson, S.K. (1991). "Application of hydrologic information automatically extracted from digital elevation models." Hydrological Processes, 5, 31-44.
[2] Wise, S. (2000). "Assessing the quality for hydrological applications of digital elevation models derived from contours." Hydrological Processes, 14(11), 1909–1929.
[3] Mathuis, B. and Sijmons, K. (2005). "DEM from active sensors – shuttle radar topographic mission (SRTM)." International Institute for Geo-Information Science and Earth Observation, 1-121.
[4] Ludwig, R., Taschner, S. and Mauser, W. (2006). "Modeling floods in the Ammer catchment: limitations and challenges from a coupled meteo-hydrological model approach." Hydrology and Earth System Sciences, 7 (6), 833–847.
[5] Quan, N.H. (2006). "Rainfall-runoff modeling in the ungauged can le catchment, Saigon river basin." Msc thesis, international institute for geo information science and earth observation Enschede, Netherlands.
[6] Rabus, B., Eineder, M., Roth, A. and Bamler, R. (2003). "The shuttle radar topography mission: a new class of digital elevation models acquires by space borne radar." ISPRS Journal of Photogrammetry and Remote Sensing, 57, 241–262.
[7] Band, L.E. (1986). "Topographic partition of watersheds with digital elevation models." Water Resour.Res. 22, 15-24.
[8] Jenson, S.K. and Domingue, J.O. (1988). "Extracting topographic structure from digital elevation data for geographic information system analysis." Photogrammetric Eng, Remote Sensing, 54, 1593-1600.
[9] Ghyasi, Y., Willgoose, G.R. and DeTroch, F.P. (1995). "Effect of vertical resolution and map scale of digital elevation model on geomorphological parameters used in hydrology." Hydrological Processes, 9(2), 363–382.
[10] Baker, C., Lawrence, R., Montagne, C. and Patten, D. (2006). "Mapping wetlands and riparian areas using Landsat ETM+ imagery and decision-tree-based models." Wetlands, 26, 465-474.
[11] Hancock, G. R., "The Use of DEMs in the Identification and Characterization of Catchment over Different Grid Scales", Hydrological Processes, 19(3), pp. 1727–1749, (2006).
[12] Azizian, A. and Shokoohi, A.R. (2015). "Effects of Data resolution and stream delineation threshold effects on the results of a Kinematic Wave based GIUH model." Journal of Water S.A. http://dx.doi.org/10.4314/wsa.v41i1.9, 61-70.
[13] Rahman, M. M., Arya, D. S. and Goel, N. K. (2010). "Limitation of 90 m SRTM DEM in drainage network delineation using D8 method a case study in flat terrain of Bangladesh." Applied Geomatics, 2 (2), 49–58.
[14] Rawat, J. S., Laskar, B. A. and Konwar, A. (2010). "SRTM DEM and spatial multicriteria evaluation in GIS for fish habitat suitability mapping: arunachal Pradesh (eastern Himalaya)." Geoinformation Science Journal, 10 (2), 62–73.
[15] شکوهی، ع.ر. و عزیزیان، ا. (1393). "ارزیابی اثر استفاده از مدلهای رقومی ارتفاعی راداری و نقشههای زمینی بر نتایج شبیهسازی مدلهای ژئومورفولوژیکی" مجله علمی- پژوهشی مهندسی و مدیریت آبخیز.
[16] Beven, K. J. and Kirkby, M. J. (1979). "A physically based variable contributing area model of basin hydrology." Hydrol. Sci. Bull. 24, 43-69.
[17] Gumindoga, W., Rwasokab, D.T. and Murwirac, A. (2011) "Simulation of streamflow using TOPMODEL in the upper Save river catchment." Physics and Chemistry of the Earth, 36, 806-813.
[18] Tarboton, D. G. (1991)."On the extraction of channel networks from digital elevation data", Hydrological Processes, 5(1), 81-100.
[19] Konstantinos, G.N. and Chrysoulakis, N. (2006). "Updating the 1:50.000 topographic maps using ASTER and SRTM DEM.", Proc. of SPIE (September 29), 606–616.
[20] ایازی،م. (1385)." تهیه نقشه 1:100000 مناطق شرق کشور با استفاده از تصاویر ماهوارهای" پنجمین همایش ژئوماتیک، تهران.
[21] Wise, S.M. (2007). "Effect of differing DEM creation methods on the results from a hydrological model." Computers & Geosciences, 33, 1351–1365