Akbari,A., Azizan, A., and S. K. Ngien. (2016). effect of slope adjustment on curve number using global digital elevation data: new look into sharply-williams and huang methods, Second International Conference on Science, Engineering & Environment,Osaka City, Japan, Nov.21–23, 2016, ISBN: 978-4-9905958-7-6 C3051.
Ardekani AA, Sabzevari T (2020) Effects of hillslope geometry on soil moisture deficit and base flow using an excess saturation model. Acta Geophys 68(3):773–782
Arnone E, Noto LV, Lepore C, Bras RL (2011) Physically-based and distributed approach to analyze rainfall-triggered landslides at watershed scale. Geomorphology 133:121–131
Aryal SK, O’Loughlin EM, Mein RG (2005) A similarity approach to determine response times to steady-state saturation in landscapes. Adv Water Resour 28:99–115
Avanzi GD, Giannecchini R, Puccinelli A (2004) The influence of the geological and geomorphological settings on shallow landslides. An example in a temperate climate environment: the June 19, 1996 event in northwestern Tuscany (Italy). Eng Geol 73:15–228
Barling RD, Moore ID, Grayson RB (1994) A quasi-dynamic wetness index for characterizing the spatial distribution of zones of surface saturation and soil water content. Water Resour Res 30(4):10291044
Berne, A., Uijlenhoet, R., & Troch, P. A. (2005). Similarity analysis of subsurface flow response of hillslopes with complex geometry. Water Resour Res, 41(9).
Beven KJ, Freer J (2001) A dynamic TOPMODEL. Hydrol Process 15(10):1993–2011
Beven K, Kirkby M (1979) A physically based, variable contributing area model of basin hydrology/un mode`le a base physique de zone d’appel variable de l’hydrologie du bassin versant. Hydrol Sci J 24(1):43–69
Bishop AW (1959) The principle of effective stress. Tek Ukebl 106(39):859–863
Borga M, Dalla Fontana G, Cazorzi F (2002) Analysis of topographic and climatologic control on rainfall-triggered shallow landsliding using a quasi-dynamic wetness index. J Hydrol 268:56–71
Campos TMP, Andrade MHN, Gerscovich DMS, Vargas Jr. EA. (1994). Analysis of the failure of an unsaturated gneissic residual soil slope in Rio de Janeiro, Brazil. 1st Panamerican Symposium On Landslides, pp. 201–213.
Cardozo CP, Lopes ESS, Monteiro AMV (2018) Shallow landslide susceptibility assessment using SINMAP in Nova Friburgo (Rio de Janeiro, Brazil). Rev Bras Cartogr 70(4):1206–1230
Cascini L, Cuomo S, Pastor M, Sorbino G (2010) Modeling of rainfall induced shallow landslides of the flow-type. J Geotech Geoenviron 136(1):85–98. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000182
Cerdà A, García-Fayos P (1997) The influence of slope angle on sediment, water and seedlosses on badland landscapes. Geomorphology 18(2):77–90
Chaplot V, Le Bissonais Y (2000) Field measurements of interrill erosion under different slopes and plot sizes. Earth Surf Process Landf 25:145–153
Chen L, Young MH (2006) Green-Ampt infiltration model for sloping surfaces. WaterResour Res 42:W07420
Cho SE, Lee SR (2001) Instability of unsaturated soil slopes due to infiltration. Comput Geotech 28(3):185–208. https://doi.org/10.1016/S0266-352X(00)00027-6
Cred C (2020) Counter.Cartographies-notes towards a future Atlas. Parallax 13(1):119–637
Dai FC, Lee CF, Ngai YY (2002) Landslide risk assessment and management: an overview. Eng Geol 64(1):65–87. https://doi.org/10.1016/S0013-7952(01)00093-X
De Ploey J, Savat J, Moeyersons J (1976) The differential impact of some soil loss factors on flow, runoff creep and rainwash. Earth Surf Process Landf 1:151–161
Dietrich WE, Montgomery DR (1998) SHALSTAB: a digital terrain model for mapping shallow landslide potential. National Council of the Paper Industry for Air and Stream Improvement. Technical Report
Dilley M, Chen RS, Deichmann U, Lerner-Lam A, Arnold M, Agwe J, Buys P, Kjekstad O, Lyon B, Yetman G (2005) Natural disaster hotspots: a global risk analysis. World bank disaster risk management series
Djorovic, M. (1980). Slope effect on runoff and erosion, in Assessment of Erosion, edited by M. De Boodt and D. Gabriels, pp. 215– 225, JohnWiley, Hoboken, N. J.
Dunne T, Black RD (1970) An experimental investigation of runoff production in permeable soils. Water Resour Res 6:478–490
Evans IS (1980) An integrated system of terrain analysis and slope mapping. Zeitschrift Fur Geomorphologie, Supplementband 36:274–295
Fan Y, Bras RL (1998) Analytical solutions to hillslope subsurface storm flow and saturation overland flow. Water Resour Res 34(4):921–927
Fariborzi H, Sabzevari T, Noroozpour S, Mohammadpour R (2019) Prediction of the subsurface flow of hillslopes using a subsurface time-area model. Hydrogeol J 27(4):1401–1417
Fernandes NF, Guimarães RF, Gomes RAT et al (2004) Topographic controls of landslides in Rio de Janeiro: field evidence and modeling. CATENA 55:163–181
Fox DM, Bryan RB, Price AG (1997) The influence of slope angle on final infiltrationrate for interrill conditions. Geoderma 80:181–194
Franchini M, Wendling J, Obled C, Todini E (1996) Physical interpretation and sensitivity analysis of the TOPMODEL. J Hydrol 175(1–4):293–338
Freer JE, McMillan H, McDonnell JJ, Beven KJ (2004) Constraining dynamic TOPMODEL responses for imprecise water table information using fuzzy rule based performance measures. J Hydrol 291(3–4):254–277
Gao J, Maro J (2010) Topographic controls on evolution of shallow landslides in pastoral Wairarapa, New Zealand, 1979–2003. Geomorphology 114:373–381
Godt JW, Baum RL, Lu N (2009) Using soil suction and moisture content measurements for landslide prediction. Geophys Res Lett 36:L02403. https://doi.org/10.1029/2008GL035996
Govers G (1991) A field study on topographical and topsoil effects on runoff generation. CATENA 18:91–111
Grosh JL, Jarrett AR (1994) Interrill erosion and runoff on verysteep slopes. Trans ASAE 37(4):1127–1133
Ha ND, Sayama T, Sassa K, Takara K, Uzuoka R, Dang K, & Van Pham T (2020). A coupled hydrological-geotechnical framework for forecasting shallow landslide hazard—a case study in Halong City, Vietnam. Landslides, 1–16.
Hammond C, Hall D, Miller S, Swetik P (1992). Level I Stability Analysis (LISA) documentation for version 2.0. USDA Forest Service Intermountain Research Station, General Technical Report INT-285.
Hilberts A, Van Loon E, Troch PA, Paniconi C (2004) The hillslope-storage Boussinesq model for non-constant bedrockslope. J Hydrol 291:160–173
Hilberts A, Troch PA, Paniconi C, Boll J (2007) Low-dimensional modeling of hillslope subsurface flow: the relationship between rainfall, recharge, and unsaturated storage. Water Resour Res 43:W03445. https://doi.org/10.1029/2006WR006496
Iida T (1999) A stochastic hydro-geomorphological model for shallow landsliding due to rainstorm. CATENA 34:293–313
Janeau JL, Bricquet JP, Planchon O, Valentin C (2003) Soil crusting and infiltration on steep slopes in northern Thailand. Europ J Soil Sci 54:543–553
Kim MS, Onda Y, Kim JK, Kim SW (2015) Effect of topography and soil parameterisation representing soil thicknesses on shallow landslide modelling. Quatern Int 384:91–106
Kim MS, Onda Y, Uchida T, Kim JK, Song YS (2018) Effect of seepage on shallow landslides in consideration of changes in topography: case study including an experimental sandy slope with artificial rainfall. CATENA 161:50–62. https://doi.org/10.1016/j.catena.2017.10.004
Kirkby MJ (1997) TOPMODEL: a personal view. Hydrol Process 11(9):1087e1097
Kjekstad O, & Highland L (2009). Economic and social impacts of landslides. In: Landslides–disaster risk reduction. Springer, Berlin, Heidelberg.
Lal R (1976) Soil erosion of Alfisols in western Nigeria: Effects ofslope, crop rotation and residue management. Geoderma 16:363–375
Lamb R, Beven K (1997) Using interactive recession curve analysis to specify a general catchment storage model. Hydrol Earth Syst Sci Discuss 1(1):101e113
Lane SN, Brookes CJ, Kirkby MJ, Holden J (2004) A network-index-based version of TOPMODEL for use with high-resolution digital topographic data. Hydrol Process 18(1):191e201
Liang WL, Chan MC (2017) Spatial and temporal variations in the effects of soil depth and topographic wetness index of bedrock topography on subsurface saturation generation in a steep natural forested headwater catchment. J Hydrol 546:405–418
Lin Q, Wang Y (2018) Spatial and temporal analysis of a fatal landslide inventory in China from 1950 to 2016. Landslides 15:2357–2372
Liu Y, Freer J, Beven K, Matgen P (2009) Towards a limits of acceptability approach to the calibration of hydrological models: extending observation error. J Hydrol 367(1–2):93–103
Lu N, Godt J (2013) Hill slope hydrology and stability. Cambridge University Press, New York
Mah MGC, Douglas LA, Ringrose-voase AJ (1992) Effects ofcrust development and surface slope on erosion by rainfall. Soil Sci 154:37–43
Metcalfe P, Beven K, Hankin B, Lamb R (2017) A modelling framework for evaluation of the hydrological impacts of nature-based approaches to flood risk management, with application to in-channel interventions across a 29-km2 scale catchment in the United Kingdom. Hydrol Process 31(9):1734–1748
Michel GP, Kobiyama M, Goerl RF (2014) Comparative analysis of SHALSTAB and SINMAP for landslide susceptibility mapping in the Cunha river basin, southern Brazil. J Soils Sediments 14(7):1266–1277
Mishra SK, Chaudhary A, Shrestha RK, Pandey A, Lal M (2014) Experimental verification of the effect of slope and land use on SCS runoff curve number. Water Resour Manage 28:3407–3416. https://doi.org/10.1007/s11269-014-0582-6
Montgomery DR, Dietrich WE (1994) A physically based model for the topographic control on shallow landsliding. Water Resour Res 30:1153–1171
Moore ID, Grayson RB, Ladson AR (1991). Digital terrainmodelling: a review of hydrological, geomorphological, andbiological applications. Hydrolog. Processes 5, 3±30.
Morbidelli R, Saltalippi C, Flammini A, Cifrodelli M, Corradini C, Govindaraju RS (2015) Infiltration on sloping surfaces: Laboratory experimental evidence and implicationsfor infiltration modelling. J Hydrol 523:79–85
Morbidelli R, Saltalippi C, Flammini A, Cifrodelli M, Picciafuoco T, Corradini C, Govindaraju RS (2016) Laboratory investigation on the role of slope on infiltration overgrassy soils. J Hydrol 543:542–547
Nachabe, M.H. (2006).Equivalence between TOPMODEL and the NRCS curve number method in peredicting variable runoff source areas. Journal of the american water resources association.
Nassif SH, Wilson EM (1975) The influence of slope and rain intensity on runoff and infiltration. Hydrol Sci Bull 20(4):539–553
Ng CWW, Shi Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 22(1):1–28
Norbiato D, Borga M (2008) Analysis of hysteretic behaviour of a hillslope-storage kinematic wave model for subsurface flow. Adv Water Resour 31(1):118–131
Ogden FL, Watts BA (2000) Saturated area formation on nonconvergent hillslope topography with shallow soils: a numerical investigation. Water Resour Res 36(7):1795–1804
O’loughlin EM (1986) Prediction of surface saturation zones in natural catchments by topographic analysis. Water Resour Res 22(5):794–804
Pack AB, Goodwin CN (2012) SINMAP user's manual
Pack RT, Tarboton DG, & Goodwin C N (1998a). Terrain stability mapping with SINMAP, technical description and users guide for version 1.00.
Pack RT, Tarboton DG, & Goodwin CN (1998b). The SINMAP approach to terrain stability mapping
Pack RT, Tarboton DG, Goodwin CN. (1998c). Terrain stability mapping with SINMAP, technical description and users guide for version 1.00. Report Number 4114–0, Terratech Consulting Ltd., Salmon Arm, Canada, 68 p.
Pack RT, Tarboton DG, Goodwin CN (1999). GIS-based landslide susceptibility mapping with SINMAP. Proceedings of the 34th symposium on engineering geology and geotechnical engineering. BAY, J. A. (Ed.). Logan, pp. 219–231.
Pack, R. T., Tarboton, D. G., & Goodwin, C. N. (2001). Assessing terrain stability in a GIS using SINMAP.
Page T, Beven KJ, Freer J, Neal C (2007) Modelling the chloride signal at Plynlimon, Wales, using a modified dynamic TOPMODEL incorporating conservative chemical mixing (with uncertainty). Hydrol Process Int J 21(3):292–307
Park SJ, McSweeney K, Lowery B (2001) Identification of the spatial distribution of soils using a process-based terrain characterization. Geoderma 103:249–272
Park HJ, Lee JH, Woo I (2013) Assessment of rainfall-induced shallow landslide susceptibility using a GIS-based probabilistic approach. Eng Geol 161:1–15. https://doi.org/10.1016/j.enggeo.2013.04.011
Peters NE, Freer J, Beven K (2003) Modelling hydrologic responses in a small forested catchment (Panola Mountain, Georgia, USA): a comparison of the original and a new dynamic TOPMODEL. Hydrol Process 17(2):345–362
Philip JR (1991a) Hillslope infiltration: divergent and convergent slopes. Water Resour Res 27:1035–1040
Philip JR (1991b) Infiltration and downslope unsaturated flows in concave and convex topographies. Water Resour Res 27:1041–1048
Pishvaei MH, Sabzevari T, Noroozpour S, Mohammadpour R (2020) Effects of hillslope geometry on spatial infiltration using the TOPMODEL and SCS-CN models. Hydrol Sci J 65(2):212–226
Poesen J (1984) The influence of slope angle on infiltration rate and Hortonian overland flow. Zeitschrift Für Geomorpholgie, Suppl 49:117–131
Philip JR (1991) Hillslope infiltration: planar slopes. Water Resour Res 27(1):109–117
Preti F, Letterio T (2015) Shallow landslide susceptibility assessment in a datapoor region of Guatemala (Comitancillo Municipality). J Agric Eng 46(3):85–95
Rabonza ML, Felix RP, Lagmay F, Eco RNC, Ortiz IJG, Aquino DT (2016) Shallow landslide susceptibility mapping using high resolution topography for areas devastated by supertyphoon Haiyan. Landslides 13:201–210
Ribolzi O, Hermida M, Karambiri H, Delhoume JP, Thiombiano L (2006) Effects of aeolian processes on water infiltration in sandy Sahelian rangeland in Burkina Faso. CATENA 67:145–154
Ribolzi O, Patin J, Bresson L, Latsachack K, Mouche E, Sengtaheuanghoung O, Silvera N, Thiébaux JP, Valentin C (2011) Impacy of slope gradient on soil surfacefeatures and infiltration on steep slopes in northern Laos. Geomorphology 127(1–2):53–63
Rogers, C. T. and Sitar, N. (1993). Expert systems approach to regional evaluation of debris flow hazard, Geotechnical engineering report No. UCB/GT/93–08, Geotechnical engineering department of civil engineering, University of california, Berkeley.
Sabzevari T, Noroozpour S (2014) Effects of hillslope geometry on surface and subsurface flows. Hydrogeol J 22(7):1593–1604
Sabzevari T, Talebi A (2021) Landslide hazard zonation of catchments by using TOPMODEL and SINMAP models. Watershed Eng Manag 13(1):222–234
Sabzevari T, Talebi A, Ardakanian R, Shamsai A (2010a) A steady-state saturation model to determine the subsurface travel time (STT) in complex hillslopes. Hydrol Earth Syst Sci 14(6):891–900
Sabzevari T, Talebi A, Ardakanian R, Shamsai A (2010b) A steady state saturation model to determine the subsurface travel time (STT) in complex hillslopes. Hydrol Earth Syst Sci 14:891–900. https://doi.org/10.5194/hess-14-891-2010
Sabzevari T, Noroozpour S, Pishvaei M (2015a) Efects of geometry on runoff time characteristics and time-area histogram of hillslopes. Elsevier, J Hydrol 531:638–648
Sabzevari T, Noroozpour S, Pishvaei MH (2015b) Effects of geometry on runoff time characteristics and time-area histogram of hillslopes. J Hydrol 531:638–648
Safaei M, Omar H, Huat BK, Yousof ZBM, Ghiasi V (2011) Deterministic rainfall induced landslide approaches, advantage and limitation. Electron J Geotech Eng 16:1619–1650
Sharma RH (2013) Evaluating the effect of slope curvature on slope stability by a numerical analysis. Aust J Earth Sci 60(2):283–290
Sharma K, Singh H, Pareek O (1983) Rain water infiltration into a bar loamy sand. Hydrol Sci J 28:417–424
Sharma K, Pareek O, Singh H (1986) Microcatchment water harvestingfor raising Jujube orchards in an arid climate. Trans ASEA 29(1):112–118
Shrestha RK, Mishra SK, Pandey A (2013) Curvenumberaffected by slope of experimental plot having maize crop. J IndianWater Resour Soc 33(2):42–50
Talebi A, Uijlenhoet R, Troch PA (2008a) A low-dimensional physically based model of hydrologic control of shallow landsliding on complex hillslopes. Earth Surface Process Landf: J British Geomorphol Res Group 33(13):1964–1976
Talebi A, Uijlenhoet R, Troch PA (2008b) A low-dimensional physically based model of hydrologic control of shallow landsliding on complex hillslopes. Earth Surf Proc Land 33:1964–1976
Talebi A, Troch PA, Uijlenhoet R (2008c) A steady-state analytical hillslope stability model fo complex hillslopes. Hydrol Process 22:546–553
Tarboton DG (1997) A new method for the determination of flow directions and contributing areas in grid digital elevation models. Water Resour Res 33(2):309–319
Tarolli P, Tarboton DG (2006) A new method for determination of most likely landslide initiation points and the evaluation of digital terrain model scale in terrain stability mapping. Hydrol Earth Syst Sci 10:663–677
Troch PA, van Loon AH, Hilberts AGJ (2002) Analytical solutions to a hillslope storage kinematic wave equation for subsurface flow. Adv Water Resour 25(6):637–649
Troch, P. A., Paniconi, C., & Emiel van Loon, A. E. (2003a). Hillslope‐storage Boussinesq model for subsurface flow and variable source areas along complex hillslopes: 1 Formulation and characteristic response. Water Resources Research, 39(11).
Troch PA, Paniconi C, Van Loon E (2003b) Hillslope-storage Boussinesq model for subsurface flow and variable source areas along complexhillslopes: 1. formulation and characteristic response. Water ResourRes 39(11):1316. https://doi.org/10.1029/2002WR001728
Wang J, Chen L, Yu Z (2018) Modeling rainfall infiltration on hillslopes using fluxconcentration relation and time compression approximation. J Hydrol 557:243–253
Ward RC (1967) Principles of Hydrology. McGraw-Hill, London, p 403
Watson KK (1965) A statistical treatment of the factors affecting the infiltration capacity of field soils. J Hydrol 3:38–65
Wu W, Sidle R (1995) A distributed slope stability model for steep forested basins. Water Resour Res 31:2097–2110
Zhang LL, Zhang J, Zhang LM, Tang WH (2011) Stability analysis of rainfall induced slope failure: a review. Proc ICE-Geotech Eng 164(5):299–316
Zizioli D, Meisina C, Valentino R, Montrasio L (2013) Comparison between different approaches to modeling shallow landslide susceptibility: a case history in Oltrepo Pavese, Northern Italy. Nat Hazards Earth Syst Sci 13:559–573