1. Aryal, S.K.,O_Loughlin, E.M.,and Mein,R.G.,(2005), “A similarity approach todetermine response times to steady-statesaturation in landscapes”. Adv. WaterResour. 28, 99–115.
2. Berne, A., Uijlenhoet, R., and Troch, P.A.,(2005), “Similarity analysis of subsurfaceflow response of hillslopes with complexgeometry”, Water Resour. Res., 41,W09410, doi:10.1029/2004WR003629.
3. Evans, I. S., 1980: An integrated system ofterrain analysis and slope mapping,Zeitschrift fur Geomorphologie,Supplementband, 36, 274-295.
4. Fan,Y., and Bras, R.L. ,(1998), “Analyticalsolutions to hillslope subsurface storm
flow and saturation overland flow”, WaterResour. Res., 34(2),pp921–927.
5. Hilberts, A., Van Loon, E., Troch, P. A.,and Paniconi, C., 2004: The hillslopestoragemodel for non-constantbedrock slope, J. Hydrol., 291, 160-173.
6. Henderson, F.M., Wooding, R.A., 1964.Overland flow and groundwater flow froma steady rainfall of finite duration.
7. J. Geophys. Res. 69 (8), 1531–1540.
8. Philip JR., (1991c), “ Infiltration anddownslope unsaturated flows in concaveand convex topographies”, Water
Resources Research., 27,pp 1041–1048.
9. Meynink, W.J.C., 1978. Catchment timeresponse .project 44/1977, 32 p., DarlingDowns institute of advance education,Australia.
10. Lee, K.T., and Chang, C.H.,(2005),“Incorporating subsurface-flow mechanisminto geomorphology-based IUHmodeling”, Journal of Hydrology311,pp91–105.
11. Sabzevari, T., Talebi, A.,Ardakanian, R., and Shamsai A.,(2010),“A steady-state saturation model todetermine the subsurface travel time (STT)in complex hillslopes”, Hydrol. Earth Syst.
Sci., 14,pp 891–900, doi:10.5194/hess-14-891-2010.
12. Sabzevari, T, 2010, Developmentof catchments geomorphologicalinstantaneous unit hydrograph based onsurface and subsurface flow response ofcomplex hillslopes, PhD thesis,Department of Civil Engineering, Scienceand Research Branch, Islamic AzadUniversity, Tehran, Iran.
13. Talebi, A., Uijlenhoet, R., andTroch, P. A. ,(2007), “Soil moisturestorage and hillslope stability”, Nat.Hazards Earth Syst. Sci., 7,pp523-534.
14. Talebi, A., Troch, P. A., andUijlenhoet, R.,(2008a), “A steady-stateanalytical hillslope stability model forcomplex hillslopes”, Hydrol. Process.,22,pp546-553.
15. Talebi, A., Uijlenhoet, R. andTroch, P. A.,(2008b), “A low-dimensionalphysically-based model of hydrologiccontrol of shallow landsliding on complexhillslopes”, Earth Surf. Process.Landforms., 33(13),pp1964-1976, DOI:
10.1002/esp.
16. Troch, P.A., van Loon, A.H., andHilberts, A.G.J. ,(2002), “Analyticalsolutions to a hillslope storage kinematic
wave equation for subsurface flow” Adv.Water Resour., 25(6),pp637–649.
17. Troch, P.A., van Loon, A.H., andPaniconi, C.,(2003), “Hillslope-storageBoussinesq model for subsurface flow and
variable source areas along complexhillslopes”, 1. Formulation. Water Resour.Res., 39(11):1316, doi:10.1029/2002WR001728.
18. Zaslavsky, D., and Rogowski, AS.,(1969), “Hydrologic and morphologicimplications of anisotropy and infiltrationin soil profile development”. Soil Sci SocAm Proc; 33(4),pp594–599.