References
- Agiralioglu, N., 1985. A comparison of water lag times for converging and plane surfaces. Nordic Hydrology, 16, 169-176.
- Agiralioglu, N., 1988. Estimation of the time of concentration for diverging surface. J. Hydrol. Sci, 33(2), 173-179.
- Agiralioglu, N., Singh, V.P., 1981. Kinematic wave monograph for time of concentration and lag time. Irrigation and Power Journal, 38(4), 351-358.
- 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.
- Agnese, C., Baiamonte, G., Corrao, C., 2007. Overland flow generation on hillslopes of complex topography: analytical solutions. Hydrol. Process., 21, 1308-1317.
- Akan, A.O., 1986. Time of concentration of overland flow. J. Irrig. Drain. Eng. Asce, 112(4), 283-292.
- 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.
- Ben-Zvi, A., 1984. Runoff peaks from two dimensional laboratory watersheds. J. Hydrol., 68, 115-139.
- Ben-Zvi, A., 1995. The influence of storm temporal patterns on catchment response - Comment. J. Hydrol., 172, 379-380.
- 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.
- Beven, K., 1982. On subsurface stormflow: an analysis of response times. Hydrol. Sci J., 27(4), 505-521.
- 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.
- Eagleson, P.S., 1970. Dynamic Hydrology. McGraw-Hill, New York, USA.
- Evans, I.S., 1980. An integrated system of terrain analysis and slope mapping. Zeitschrift fur Geomorphologie, Supplementband, 36, 274-295.
- Geranian, M., Amanian, N., Talebi, A., 2010. Optimization of the topography effects on time of pounding. MSc thesis, (abstract in English), Yazd University, Iran.
- 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.
- 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.
- 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.
- 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.
- Izzard, C.F., 1946. Hydraulics of runoff from developed surfaces. Proc. High Res. Board, 26, 129-150.
- Kirpich, T.P., 1940. Time of concentration of small agricultural watersheds. Civil Engineering, 10(6), 362.
- Machmeier, R.E., Larson, C.L., 1968. Runoff hydrographs for mathematical watershed model. J Hydraul. Div. ASCE, 94(6), 1453-1474.
- McCuen, R.H., Wong, S.L., Rawls, W.J., 1984. Estimating urban time of concentration. Journal of Hydraulic Engineering, 110(7), 887-904.
- Meynink, W.J.C., 1978. Catchment time response. Darling Downs Institute of Advance Education, Australia, project 44/1977, pp. 32.
- Morgali, J.R., Linsley, R.K., 1965. Computer simulation of overland flow. Journal of the Hydraulics Division, ASCE, 90(HY30), 81-100.
- O’Loughlin, E.M., 1981. Saturation regions in catchments and their relations to soil and topographic properties. J. Hydrol., 53, 229-246.
- Overton, D.E., Meadows, M.E., 1976. Storm Water Modeling. Academic Press, New York.
- 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.
- 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.
- Saghafian, B., Julien, P.Y., 1995. Time to equilibrium for spatially variable watersheds. J. Hydrol. 172, 231-245.
- Sharma, T.C., 1985. Stochastic models applied to evaluating hydrologie changes. J. Hydrol., 78, 61-81.
- Singh, V.P., Agiralioglu, N., 1981a. Diverging overland flow. 1. Analytical solutions, Nordic Hydrology, 12(2), 81-89.
- Singh, V.P., Agiralioglu, N., 1981b. Diverging overland flow. 2. Application to natural watersheds. Nordic Hydrology, 12(2), 99-110.
- Singh, V.P., Agiralioglu, N., 1982. Lag time for diverging overland flow. Nordic Hydrology, 13, 39-48.
- 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.
- Talebi, A., Troch, P.A., Uijlenhoet, R., 2008a. A steady-state analytical hillslope stability model for complex hillslopes. Hydrol. Process., 22, 546-553.
- 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.
- 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.
- 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.