[Agiralioglu, N., 1985. A comparison of water lag times for converging and plane surfaces. Nordic Hydrology, 16, 169-176.10.2166/nh.1985.0013]Search in Google Scholar
[Agiralioglu, N., 1988. Estimation of the time of concentration for diverging surface. J. Hydrol. Sci, 33(2), 173-179.10.1080/02626668809491236]Search in Google Scholar
[Agiralioglu, N., Singh, V.P., 1981. Kinematic wave monograph for time of concentration and lag time. Irrigation and Power Journal, 38(4), 351-358.]Search in Google Scholar
[Agnese, C., Baiamonte, G., Corrao, C., 2001. A simple model of hillslope response for rainfall-excess mechanism of runoff generation. Hydrological Processes, 15, 3225-3238.10.1002/hyp.182]Search in Google Scholar
[Agnese, C., Baiamonte, G., Corrao, C., 2007. Overland flow generation on hillslopes of complex topography: analytical solutions. Hydrol. Process., 21, 1308-1317.10.1002/hyp.6354]Search in Google Scholar
[Akan, A.O., 1986. Time of concentration of overland flow. J. Irrig. Drain. Eng. Asce, 112(4), 283-292.10.1061/(ASCE)0733-9437(1986)112:4(283)]Search in Google Scholar
[Aryal, S.K., O’Loughlin, E.M., Mein, R.G., 2005. A similarity approach to determine response times to steady-state saturation in landscapes. Advances in Water Resources, 28, 99-115.10.1016/j.advwatres.2004.10.008]Search in Google Scholar
[Ben-Zvi, A., 1984. Runoff peaks from two dimensional laboratory watersheds. J. Hydrol., 68, 115-139.10.1016/0022-1694(84)90207-5]Search in Google Scholar
[Ben-Zvi, A., 1995. The influence of storm temporal patterns on catchment response - Comment. J. Hydrol., 172, 379-380.10.1016/0022-1694(95)02779-O]Search in Google Scholar
[Berne, A., Uijlenhoet, R., Troch, P.A., 2005. Similarity analysis of subsurface flow response of hillslopes with complex geometry. Water Resour. Res., 41, W09410, doi: 10.1029/2004WR003629.10.1029/2004WR003629]Search in Google Scholar
[Beven, K., 1982. On subsurface stormflow: an analysis of response times. Hydrol. Sci J., 27(4), 505-521.10.1080/02626668209491129]Search in Google Scholar
[Eegleson, P.S., 1962. Unit hydrograph characteristics for sewered areas. Journal of the hydraulics division. Proceedings of the American Society of the Civil Engineers, 88(Hy2), 1-25.10.1061/JYCEAJ.0000692]Search in Google Scholar
[Eagleson, P.S., 1970. Dynamic Hydrology. McGraw-Hill, New York, USA.]Search in Google Scholar
[Evans, I.S., 1980. An integrated system of terrain analysis and slope mapping. Zeitschrift fur Geomorphologie, Supplementband, 36, 274-295.]Search in Google Scholar
[Geranian, M., Amanian, N., Talebi, A., 2010. Optimization of the topography effects on time of pounding. MSc thesis, (abstract in English), Yazd University, Iran.]Search in Google Scholar
[Henderson, F.M., Wooding, R.A. 1964. Overland flow and groundwater flow from a steady rain of finite duration. Journal of Geophysical Research, 69(8), 1531-1540.]Search in Google Scholar
[Hilberts, A., Van Loon, E., Troch, P.A., Paniconi, C., 2004. The hillslope-storage Boussinesq model for non-constant bedrock slope. J. Hydrol., 291, 160-173.10.1016/j.jhydrol.2003.12.043]Search in Google Scholar
[Hilberts, A., Troch, P.A., Paniconi, C., Boll, J., 2007. Lowdimensional modeling of hillslope subsurface flow: the relationship between rainfall, recharge, and unsaturated storage. Water Resour. Res., 43 W03445, doi: 10.1029/ 2006WR006496.10.1029/2006WR004964]Search in Google Scholar
[Horton, R.E., 1938. The interpretation and application of runoff plane experiments with reference to soil erosion problems. Soil Science Society of America Proceedings, 1, 401-437.]Search in Google Scholar
[Izzard, C.F., 1946. Hydraulics of runoff from developed surfaces. Proc. High Res. Board, 26, 129-150.]Search in Google Scholar
[Kirpich, T.P., 1940. Time of concentration of small agricultural watersheds. Civil Engineering, 10(6), 362.]Search in Google Scholar
[Machmeier, R.E., Larson, C.L., 1968. Runoff hydrographs for mathematical watershed model. J Hydraul. Div. ASCE, 94(6), 1453-1474.10.1061/JYCEAJ.0001897]Search in Google Scholar
[McCuen, R.H., Wong, S.L., Rawls, W.J., 1984. Estimating urban time of concentration. Journal of Hydraulic Engineering, 110(7), 887-904.10.1061/(ASCE)0733-9429(1984)110:7(887)]Search in Google Scholar
[Meynink, W.J.C., 1978. Catchment time response. Darling Downs Institute of Advance Education, Australia, project 44/1977, pp. 32.]Search in Google Scholar
[Morgali, J.R., Linsley, R.K., 1965. Computer simulation of overland flow. Journal of the Hydraulics Division, ASCE, 90(HY30), 81-100.10.1061/JYCEAJ.0001269]Search in Google Scholar
[O’Loughlin, E.M., 1981. Saturation regions in catchments and their relations to soil and topographic properties. J. Hydrol., 53, 229-246.10.1016/0022-1694(81)90003-2]Search in Google Scholar
[Overton, D.E., Meadows, M.E., 1976. Storm Water Modeling. Academic Press, New York.]Search in Google Scholar
[Sabzevari, T., 2010. Development of catchments geomorphological instantaneous unit hydrograph based on surface and subsurface flow response of complex hillslopes. Phd thesis (abstract in English), Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran.]Search in Google Scholar
[Sabzevari, T., Talebi, A., Ardakanian, R., Shamsai, A., 2010. A steady-state saturation model to determine the subsurface travel time (STT) in complex hillslopes. Hydrol. Earth Syst. Sci., 14, 891-900.10.5194/hess-14-891-2010]Search in Google Scholar
[Saghafian, B., Julien, P.Y., 1995. Time to equilibrium for spatially variable watersheds. J. Hydrol. 172, 231-245.10.1016/0022-1694(95)02692-I]Search in Google Scholar
[Sharma, T.C., 1985. Stochastic models applied to evaluating hydrologie changes. J. Hydrol., 78, 61-81.10.1016/0022-1694(85)90154-4]Search in Google Scholar
[Singh, V.P., Agiralioglu, N., 1981a. Diverging overland flow. 1. Analytical solutions, Nordic Hydrology, 12(2), 81-89.10.2166/nh.1981.0007]Search in Google Scholar
[Singh, V.P., Agiralioglu, N., 1981b. Diverging overland flow. 2. Application to natural watersheds. Nordic Hydrology, 12(2), 99-110.10.2166/nh.1981.0008]Search in Google Scholar
[Singh, V.P., Agiralioglu, N., 1982. Lag time for diverging overland flow. Nordic Hydrology, 13, 39-48.10.2166/nh.1982.0004]Search in Google Scholar
[Soil Conservation Service, 1975. Urban hydrology for small watersheds. Technical Release No. 55. Chester, P.A., U.S. Department of Agriculture, Soil Conservation Service, 91 pp.]Search in Google Scholar
[Talebi, A., Troch, P.A., Uijlenhoet, R., 2008a. A steady-state analytical hillslope stability model for complex hillslopes. Hydrol. Process., 22, 546-553.10.1002/hyp.6881]Search in Google Scholar
[Talebi, A., Uijlenhoet, R., Troch, P.A., 2008b. A lowdimensional physically-based model of hydrologic control of shallow landsliding on complex hillslopes. Earth Surf Process Landforms, 33(13), 1964-1976.10.1002/esp.1648]Search in Google Scholar
[Troch, P.A., Paniconi, C., Van Loon, E., 2003. Hillslopestorage Boussinesq model for subsurface flow and variable source areas along complex hillslopes. 1-Formulation and characteristic response. Water Resour. Res., 39(11), 1316.10.1029/2002WR001728]Search in Google Scholar
[Troch, P.A., Van Loon, A.H., Hilberts, A.G.J., 2002. Analytical solutions to a hillslope storage kinematic wave equation for subsurface flow. Adv. Water Resour., 25(6), 637-649.10.1016/S0309-1708(02)00017-9]Search in Google Scholar
