تماب، (1376). مطالعات حوضه معرف امامه. انتشارات مرکز تحقیقات و توسعة منابع آب ایران.
شایانفر، حیدرعلی و شایقی، حسین، (1384). کاربرد MATLAB در علوم مهندسی، مؤسسه فرهنگی انتشاراتی یاوریان.
Aguirre, U., Goñi, M., López, J.J., Gimena, F.N., (2005). Application of a unit hydrograph based on subwatershed division and comparison with Nash’s instantaneous unit hydrograph. Catena, 64, pp. 321-332.
Boyd, M. J., (1978). A storage-routing model relating drainage basin hydrology and geomorphology. Water Resources Research, 14 (15), pp. 921-928.
Boyd, M. J., Pilgrim, D. H., Cordery, I., (1979). A storage routing model based on catchment geomorphology. J. of Hydrology., 42, pp. 209-230.
Chow, V. T., Maidment, D. R., Mays, L. W., (1988). Applied Hydrology. McGraw-Hill, New York, USA.
Dooge, J. C. I., (1959). A general theory of the unit hydrograph theory. J. of Geophysical Res.,
64(2), pp. 241-256.
Gupta, V. K., Waymire, E., Wang, C. T., (1980). A representation of an instantaneous unit hydrograph from geomorphology. Water Resources Research,
16 (5), pp. 855–862.
Hsieh, L. S., Wang, R. Y., (1999). A semi-distributed parallel-type linear reservoir rainfall-runoff model and its application in Taiwan. Hydrol. Processes,
13, pp. 1247-1268.
Jeng, R. I., Coon, G. C., (2003). True form instantaneous unit hydrograph of linear reservoirs. J. of Irrigat. Drain. Eng., ASCE, 129 (1), pp. 11-17.
Jenson, S. K. , Domingue,J. O., (1988). Extracting topographic structure from digital elevation data. Photogrametic Engineering and Remote Sensing.
54 (11), pp. 1593-1600.
Karnieli, A. M., Diskin, M. H. , Lane, L. J., (1994). CELMOD 5-A semi-distributed cell model for conversion of rainfall into runoff in semi-arid watersheds. J. of Hydrol., 157, pp. 61-85.
López, J. J., Gimena, F. N., Goñi, M., Aguirre, U., (2005). Analysis of a unit hydrograph model based on watershed geomorphology represented as a cascade of reservoirs. Agricultural Water Management, 77, pp. 128–143.
Maidment, D.R., Olivera, J.F., Calver, A., Eatherall, A., Fraczek, W., (1996). A unit hydrograph derived from a spatially distributed velocity field. Hydrol. Processes, 10, pp. 831–844.
Maidment, D., (2002). Arc Hydro: GIS for Water Resources. ESRI Press, Redlands, CA.
Nash, J. E., (1957). The form of the instantaneous unit hydrograph. IASH publication, 45(3-4), pp. 114-121.
Nash, J.E., Sutcliffe, J.V., (1970). River flow forecasting through conceptual models I: a discussion of principles. J. of Hydrol., 10, pp. 282–290.
Nourani, V., Monadjemi, P., (2006). Laboratory simulation of a geomorphological runoff routing model using liquid analog circuits. J. of Envir. Hydrol., 14, pp. 1-9.
Nourani, V., Monadjemi, P., Singh, V. P., (2007). Liquid analog model for laboratory simulation of rainfall-runoff process. J. of Hydrol. Eng., ASCE,
12(3), pp. 246-255.
Nourani, V., Mano, A., (2007). Semi-distributed flood runoff model in sub continental scale for south western Iran. Hydrol. Processes,21, pp. 3173-3180.
Olivera, F., Maidment, D. R., (1999). Geographic information systems based spatially distributed model for runoff routing. Water Resources Research, 35 (4), pp. 1155-1164.
Rodrỉguez-Iturbe, I., Valdés, J. B., (1979). The geomorphologic structure of hydrology response. Water Resources Research, 15 (6), pp. 1409–1420.
Rosso, R., (1984). Nash model relation to Horton order ratios. Water Resources Research, 20 (7), pp. 914–920.
Singh, V. P., (1988). Hydrologic systems, Vol. I. Rainfall-Runoff Modeling. Prentice-Hall, Englewood Cliffs.
Singh, V. P., Woolhiser, D.A., (2002). Mathematical modeling of watershed hydrology. J. of Hydrol. Eng., ASCE, 7 (4), pp. 270-292.
Wang, G. T., Chen, S., (1996). A linear spatially distributed model for a surface rainfall-runoff system. J. of Hydrol.,185, pp. 183-198.
Yen, B. C., Lee, K. T., (1997). Unit hydrograph derivation for ungauged watersheds by stream-order laws. J. of Hydrol. Eng., ASCE, 2(1), pp. 1-9.
Yue, S., Hashino, M., (2000). Unit hydrographs to model quick and slow runoff components of stream flow. J. of Hydrol., 227, pp. 195-206.