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1984, Sediment transport in sewers and the design implications, 215\nAdachi, 1969, Changes of top-set bed in a silted reservoir, 269\nAricò, C., Tucciarelli, T., 2002. A partially coupled flow and transport model for sewer network. In: Proceedings of the International Conference Sewer Operation and Maintenance, Bradford, UK.\nAricò, C., Tucciarelli, T., 2003. DORA model for flow and sediment transport simulation in sewer networks. Comparison with analytical solutions and experimental data. In: Proceedings of TCN-CAE 2003 International Conference on CAE and Computational Technologies for Industry, Italy.\nAricò, 2008, Diffusive modeling of aggradation and degradation in artificial channels, J. Hydr. Eng., ASCE, 134, 1079, 10.1061\u002F(ASCE)0733-9429(2008)134:8(1079)\nArmanini, 1999\nAshida, 1971, An investigation of river bed degradation downstream of a dam, 247\nBhallamudi, 1991, Numerical modeling of aggradation and degradation in alluvial channels, J. Hydr. Eng., ASCE, 117, 1145, 10.1061\u002F(ASCE)0733-9429(1991)117:9(1145)\nBlaisdell, 1977, Discussion of “stability of channel beds by armoring”, by Little W.C. and Mayer P.G, J. Hydr. Div., ASCE, 103, 1253, 10.1061\u002FJYCEAJ.0004867\nChen, 1975, vol. 1\nChen, 1975, vol. 1\nCorreia, 1992, Fully coupled unsteady mobile boundary flow model, J. Hydr. Eng., ASCE, 118, 476, 10.1061\u002F(ASCE)0733-9429(1992)118:3(476)\nCulling, 1960, Analytical theory of erosion, J. Geol., 336, 10.1086\u002F626663\nCunge, 1972, Discussion of “deposition of sediment in transient flow”, by Chang F.F.M. and Richards D.L., J. Hydr. Div., ASCE, 98, 399, 10.1061\u002FJYCEAJ.0003241\nCunge, 1973, Mobile bed fluvial mathematical models, La Houille Blanche, 28, 561, 10.1051\u002Flhb\u002F1973041\nCunge, 1980\nDe Vries, 1959, No. R3\nDe Vries, 1965, Consideration about non-steady bed_load-transport in open channels\nDe Vries, 1969, No. 76-II\nDe Vries, 1973, No. 107\nDe Vries, 1975, No. 147\nGessler, 1971, Beginning and ceasing of sediment motion, vol. 1\nGraf, 1998\nHales, 1970, River bed degradation prediction, Water Resour. Res., 6, 549, 10.1029\u002FWR006i002p00549\nHolly, 1990, New numerical\u002Fphysical framework for mobile-bed modelling, Part I, J. Hydr. Res., 28, 10.1080\u002F00221689009499057\nHolly, 1990, New numerical\u002Fphysical framework for mobile-bed modelling, Part II, J. Hydr. Res., 28, 10.1080\u002F00221689009499045\nHwang, 1975, Degradation of sand-bed channels, 181\nJain, 1980, Discussion of “aggradation in streams due to overloading”, by Soni, et al., J. Hydr. Div., ASCE, 106\nJain, 1981, River bed aggradation due to overloading, J. Hydr. Div., ASCE, 107, 120\nJaramillo, W.F., 1983., Aggradation and degradation of alluvial-channel beds. Ph.D. thesis, The University of Iowa, Iowa City, Iowa, May.\nJaramillo, 1983, Characteristic parameters of nonequilibrium process in alluvial channels of finite length, Water Resour. Res., 19, 952, 10.1029\u002FWR019i004p00952\nJaramillo, 1984, Aggradation and degradation of alluvial channel beds, J. Hydr. 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PhD thesis, University of Calabria, Italy (in Italian).\nNewton, 1951, An experimental investigation of bed degradation in an open channel, Trans. Boston Soc. Civil Engineers, 38, 28\nNoto, 2001, DORA algorithm for network flow models with improved stability and convergence properties, J. Hydr. Eng., ASCE, 127, 380, 10.1061\u002F(ASCE)0733-9429(2001)127:5(380)\nPark, 1983\nRubey, 1933, Settling velocities of gravel, sand and silt particles, Am. J. Sci., 225, 10.2475\u002Fajs.s5-25.148.325\nSaiedi, 1997, Coupled modeling of alluvial flow, J. Hydr. Eng., 123, 440, 10.1061\u002F(ASCE)0733-9429(1997)123:5(440)\nShen, 1986, Modelling of aggradation, vol. 3\nShen, 1969, Variation of roughness during degradation, 277\nShen, 1971, Laboratory study of degradation and aggradation, J. Waterways, Harbors Coast. Eng. Div., ASCE, 97, 615\nSieben, 1997\nSoni, 1977, Aggradation in alluvial channels due to increase in sediment load, 151\nSoni, 1977, Nonuniform flow in aggrading channels, J. 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Proceedings of the 27th International Conference on Coastal Engineering (ICCE 2000).\nTownson, J.M., (1967). Two dimensional long wave propagation in estuaries. PhD Thesis, University of Aberdeen.\nTownson, 1985, Numerical modeling of storm surges in Clyde Sea area, Proc. Inst. Civil. Eng., Part 2, 69, 671\nTownson, 1988, Simulation of wave in lake Botnen created by Rissa landslide, Proc. Inst. Civil Eng., 85, 145, 10.1680\u002Fiicep.1988.113\nTriatmadja, R., (1990). Numerical and Physical Studies of Shallow Water Waves with Special Reference to Landslide Generated Waves and the Method of Characteristics. PhD Thesis, University of Strathclyde, UK.\nTriatmadja, R., (2008). Less dissipative characteristic scheme in X–Y–T Space. Proceedings Twelfth Asian Congress of Fluid Mechanics, Daejeon, Korea.\nUS Army Corps of Engineer, (2002). 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Assimilation de donnees lagrangiennes pour la simulation numerique en hydraulique fluvial, Ph.D. thesis, Institut National Polytechnique de Grenoble, France, pp. 1–144.\nIshigaki, 2003, Hydraulic model tests of inundation in urban area with underground space, 487\nLeveque, 2004, High-resolution finite volume methods for the shallow water equations with bathymetry and dry states, vol. 10, 43\nLoukili, 2007, Numerical Tracking of shallow water waves by the unstructured finite volume WAF approximation, International Journal for Computational Methods in Engineering Science and Mechanics, 8, 1, 10.1080\u002F15502280601149577\nMignot, E. 2005. Etude experimentale et numerique de l’inondation d’une zone urbanisee: Cas des ecoulements dans les carrefours en croix. Ph.D. thesis, Ecole Centrale de Lyon, France, pp. 1–322.\nMulet, J., Alcrudo, F. 2004. Impact flood propagation case study: the flooding of Sumacarcel after Tous dam break-University of Zaragoza modeling, impact project Technical Report, pp. 1–25.\nNania, 2004, Experimental study of dividing flow in steep street crossings, Journal of Hydraulic Research, 42, 406, 10.1080\u002F00221686.2004.9728406\nPerthame, 2001, A kinetic scheme for the Saint-Venant extended Kalman filter for data assimilation in oceanography, Calcolo, 38, 201, 10.1007\u002Fs10092-001-8181-3\nRiviere, 2004, Supercritical flow in channel intersections, vol. 2, 1073\nShabayek, 2002, Dynamic model for subcritical combining flows in channel junctions, Journal of Hydraulic Engineering., 128, 821, 10.1061\u002F(ASCE)0733-9429(2002)128:9(821)\nShewchuk, 1996, Triangle: engineering a 2D quality mesh generator and Delaunay triangulator, vol. 1148, 203\nSoares-Frazão, 2007, Experimental study of dambreak flow against an isolated obstacle, Journal of Hydraulic Research., 45, 27, 10.1080\u002F00221686.2007.9521830\nSoares-Frazao, 2008, Dam-break flow through an idealized city, Journal of Hydraulic Research, 46, 648, 10.3826\u002Fjhr.2008.3164\nTesta, 2007, Flash flood flow experiment in a simplified urban district, Journal of Hydraulic Research, 45, 37, 10.1080\u002F00221686.2007.9521831\nToro, 2001",{"EN":658},"Numerical study on effects of building groups on dam-break flow in urban 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Assoc., 34, 73, 10.1111\u002Fj.1752-1688.1998.tb05961.x\nBabar, 2015, Streamflow response to land use–land cover change over the nethravathi river basin, india, J. Hydrol. Eng., 20, 05015002, 10.1061\u002F(ASCE)HE.1943-5584.0001177\nBollasina, 2011, Anthropogenic aerosols and the weakening of the south asian summer monsoon, Science, 334, 502, 10.1126\u002Fscience.1204994\nByrne, 2015, The response of precipitation minus evapotranspiration to climate warming: Why the wet-get-wetter, dry-get-drier scaling does not hold over land, J. Clim., 28, 8078, 10.1175\u002FJCLI-D-15-0369.1\nCommission, C.W., 2019, ‘Reassessment of water availability in india-main report’. url: http:\u002F\u002Fmetnet.imd.gov.in\u002Fimdnews\u002Far2010.pdf.\nDhar, 2009, Hydrological modelling of the kangsabati river under changed climate scenario: case study in india, Hydrol. Process., 23, 2394, 10.1002\u002Fhyp.7351\nDong, B., 2012. 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Flow, 72, 165, 10.1016\u002Fj.ijmultiphaseflow.2015.02.012\nYakhot, 1992, Development of turbulence models for shear flows by a double expansion technique, Phys. Fluids Fluid Dyn., 1989–1993, 1510, 10.1063\u002F1.858424\nZhang, 2016, Hydraulics of the developing flow region of stepped spillways. I: physical modeling and boundary layer development, J. Hydraul. Eng. ASCE, 04016015, 10.1061\u002F(ASCE)HY.1943-7900.0001138\nZhang, 2016, Hydraulics of the developing flow region of stepped spillways. II: pressure and velocity fields, J. Hydraul. Eng. 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