-
1
-
-
0015571299
-
Sediment transport: New approach and analysis
-
Ackers P., and White W.R. Sediment transport: New approach and analysis. Journal of the Hydraulic Division 99 HY11 (1973) 2041-2060
-
(1973)
Journal of the Hydraulic Division
, vol.99
, Issue.HY11
, pp. 2041-2060
-
-
Ackers, P.1
White, W.R.2
-
2
-
-
0019392793
-
Development of longitudinal profiles of alluvial channel in response to base-level lowering
-
Begin Z.B., Meyer D.F., and Schumm S.A. Development of longitudinal profiles of alluvial channel in response to base-level lowering. Earth Surface Processes and Land Forms 6 1 (1981) 48-49
-
(1981)
Earth Surface Processes and Land Forms
, vol.6
, Issue.1
, pp. 48-49
-
-
Begin, Z.B.1
Meyer, D.F.2
Schumm, S.A.3
-
3
-
-
0026219294
-
Numerical modelling of aggradation and degradation in alluvial channels
-
Bhallamudi S.M., and Chaudhry M.H. Numerical modelling of aggradation and degradation in alluvial channels. Journal of Hydraulic Engineering 117 9 (1991) 1145-1164
-
(1991)
Journal of Hydraulic Engineering
, vol.117
, Issue.9
, pp. 1145-1164
-
-
Bhallamudi, S.M.1
Chaudhry, M.H.2
-
5
-
-
0037680460
-
Treatment of natural geometry in finite volume river flow computations
-
Capart H., Eldho T.I., Huang S.Y., Young S.Y., and Zech Y. Treatment of natural geometry in finite volume river flow computations. Journal of Hydraulic Engineering 129 5 (2003) 385-393
-
(2003)
Journal of Hydraulic Engineering
, vol.129
, Issue.5
, pp. 385-393
-
-
Capart, H.1
Eldho, T.I.2
Huang, S.Y.3
Young, S.Y.4
Zech, Y.5
-
6
-
-
0003767428
-
-
Prentice Hall, Englewood Cliffs, New Jersey (p. 483)
-
Chaudhry M.H. Open Channel Flow (1993), Prentice Hall, Englewood Cliffs, New Jersey (p. 483)
-
(1993)
Open Channel Flow
-
-
Chaudhry, M.H.1
-
7
-
-
0030112409
-
Numerical simulation of widening and bed deformation of straight sand-I: Model development bed rivers
-
Darby S.E., and Thorne C.R. Numerical simulation of widening and bed deformation of straight sand-I: Model development bed rivers. Journal of Hydraulic Engineering 122 4 (1996) 184-193
-
(1996)
Journal of Hydraulic Engineering
, vol.122
, Issue.4
, pp. 184-193
-
-
Darby, S.E.1
Thorne, C.R.2
-
8
-
-
0030112408
-
Numerical simulation of widening and bed deformation of straight sand-bed rivers. II: Model evaluation
-
Darby S.E., and Thorne C.R. Numerical simulation of widening and bed deformation of straight sand-bed rivers. II: Model evaluation. Journal of Hydraulic Engineering 122 4 (1996) 194-202
-
(1996)
Journal of Hydraulic Engineering
, vol.122
, Issue.4
, pp. 194-202
-
-
Darby, S.E.1
Thorne, C.R.2
-
9
-
-
0033838423
-
On numerical treatment of the source terms in the shallow water equations
-
Garcia-Navarro P., and Vazquez-Cendon M.E. On numerical treatment of the source terms in the shallow water equations. Computer & Fluids 29 8 (2001) 951-979
-
(2001)
Computer & Fluids
, vol.29
, Issue.8
, pp. 951-979
-
-
Garcia-Navarro, P.1
Vazquez-Cendon, M.E.2
-
12
-
-
0024223420
-
Stable width and depth of straight gravel rivers with heterogeneous bed materials
-
Ikeda S., Parker P., and Kimura Y. Stable width and depth of straight gravel rivers with heterogeneous bed materials. Water Resources Research 24 5 (1988) 713-722
-
(1988)
Water Resources Research
, vol.24
, Issue.5
, pp. 713-722
-
-
Ikeda, S.1
Parker, P.2
Kimura, Y.3
-
14
-
-
58349106692
-
-
Keulegan, G.H., 1938. Laws of turbulent flow in open channels. Journal of Research of the National Bureau of Standards 21, Research Paper RP1151, pp. 707-741.
-
Keulegan, G.H., 1938. Laws of turbulent flow in open channels. Journal of Research of the National Bureau of Standards 21, Research Paper RP1151, pp. 707-741.
-
-
-
-
15
-
-
0028429588
-
A new vectorial bed load formulation and its application to the time evolution of straight river channels
-
Kovacs A., and Parker G. A new vectorial bed load formulation and its application to the time evolution of straight river channels. Journal of Fluid Mechanics 267 (1994) 153-183
-
(1994)
Journal of Fluid Mechanics
, vol.267
, pp. 153-183
-
-
Kovacs, A.1
Parker, G.2
-
17
-
-
58349092342
-
-
Lamberti, A., Schippa, L., 1994, Studio dell'abbassamento dell'alveo del fiume Po: Previsioni trentennali di abbassamento a Cremona (Study on the river Po bed lowering: 30 years predictions on the lowering at Cremona station). Regione Lombardia. Azienda Regionale per i Porti di Cremona e Mantova. Supplement to Navigazione Interna 3/4 July-December 1994.
-
Lamberti, A., Schippa, L., 1994, Studio dell'abbassamento dell'alveo del fiume Po: Previsioni trentennali di abbassamento a Cremona (Study on the river Po bed lowering: 30 years predictions on the lowering at Cremona station). Regione Lombardia. Azienda Regionale per i Porti di Cremona e Mantova. Supplement to Navigazione Interna 3/4 July-December 1994.
-
-
-
-
18
-
-
58349095799
-
Alluvial channel cross-section evolution a physically based numerical model and experiments
-
Lamberti A., and Schippa L. Alluvial channel cross-section evolution a physically based numerical model and experiments. Excerpta 10 (1996) 115-155
-
(1996)
Excerpta
, vol.10
, pp. 115-155
-
-
Lamberti, A.1
Schippa, L.2
-
19
-
-
0023115229
-
Unsteady sediment-transport modelling
-
Lyn D.A. Unsteady sediment-transport modelling. Journal of Hydraulic Engineering 113 1 (1987) 1-15
-
(1987)
Journal of Hydraulic Engineering
, vol.113
, Issue.1
, pp. 1-15
-
-
Lyn, D.A.1
-
20
-
-
58349115234
-
-
Macchione, F., Falcone, A., 2000. Simulazione di fenomeni di variazione del fondo in un corso d'acqua generati da depositi o da erosione (Bed variations simulation in a water strema due to deposit or erosion phenomena). In: Proceedings of the XXVII Convegno di Idraulica e Costruzioni Idrauliche 1, Genova, Italy, pp. 299-307.
-
Macchione, F., Falcone, A., 2000. Simulazione di fenomeni di variazione del fondo in un corso d'acqua generati da depositi o da erosione (Bed variations simulation in a water strema due to deposit or erosion phenomena). In: Proceedings of the XXVII Convegno di Idraulica e Costruzioni Idrauliche 1, Genova, Italy, pp. 299-307.
-
-
-
-
23
-
-
0141793685
-
Il moto uniforme delle correnti liquide nei condotti chiusi e aperti (liquid streams uniform flow in open and closed conduits)
-
Marchi E. Il moto uniforme delle correnti liquide nei condotti chiusi e aperti (liquid streams uniform flow in open and closed conduits). L'Energia Elettrica 38 4-5 (1961) 289-301
-
(1961)
L'Energia Elettrica
, vol.38
, Issue.4-5
, pp. 289-301
-
-
Marchi, E.1
-
26
-
-
0023960486
-
Riverbank stability analysis. II: Applications
-
Osman A.M., and Thorne C.R. Riverbank stability analysis. II: Applications. Journal of Hydraulic Engineering 114 2 (1988) 151-172
-
(1988)
Journal of Hydraulic Engineering
, vol.114
, Issue.2
, pp. 151-172
-
-
Osman, A.M.1
Thorne, C.R.2
-
27
-
-
0018035141
-
Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. The sand-silt river
-
Parker G. Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. The sand-silt river. Journal of Fluid Mechanics 89 (1978) 109-126
-
(1978)
Journal of Fluid Mechanics
, vol.89
, pp. 109-126
-
-
Parker, G.1
-
28
-
-
0018038518
-
Self-formed straight rivers with equilibrium banks and mobile bed. Part 2. The gravel river
-
Parker G. Self-formed straight rivers with equilibrium banks and mobile bed. Part 2. The gravel river. Journal of Fluid Mechanics 89 (1978) 127-146
-
(1978)
Journal of Fluid Mechanics
, vol.89
, pp. 127-146
-
-
Parker, G.1
-
29
-
-
0021561247
-
Sediment transport, part I: Bed load transport
-
Rijn L.C. Sediment transport, part I: Bed load transport. Journal of Hydraulic Engineering 110 10 (1984) 1431-1456
-
(1984)
Journal of Hydraulic Engineering
, vol.110
, Issue.10
, pp. 1431-1456
-
-
Rijn, L.C.1
-
30
-
-
0021222040
-
Sediment transport, part II: Suspended load transport
-
Rijn L.C. Sediment transport, part II: Suspended load transport. Journal of Hydraulic Engineering 110 11 (1984) 1613-1641
-
(1984)
Journal of Hydraulic Engineering
, vol.110
, Issue.11
, pp. 1613-1641
-
-
Rijn, L.C.1
-
31
-
-
0021209377
-
Sediment transport, part III: Bed forms and alluvial roughness
-
Rijn L.C. Sediment transport, part III: Bed forms and alluvial roughness. Journal of Hydraulic Engineering 110 12 (1984) 1733-1754
-
(1984)
Journal of Hydraulic Engineering
, vol.110
, Issue.12
, pp. 1733-1754
-
-
Rijn, L.C.1
-
32
-
-
58349121267
-
-
Schippa, L., 1993. Modellazione della sezione trasversale in alveo rettilineo di alluvioni incoerenti (transversal cross-section modeling in straight channels of non-cohesive materials). Ph.D. Dissertation, University of Bologna, Bologna, p. 144.
-
Schippa, L., 1993. Modellazione della sezione trasversale in alveo rettilineo di alluvioni incoerenti (transversal cross-section modeling in straight channels of non-cohesive materials). Ph.D. Dissertation, University of Bologna, Bologna, p. 144.
-
-
-
-
33
-
-
58349101777
-
-
Schippa, L., Pavan, S., in press. Analytical treatment of source terms for complex channel geometry. Journal of Hydraulic Research.
-
Schippa, L., Pavan, S., in press. Analytical treatment of source terms for complex channel geometry. Journal of Hydraulic Research.
-
-
-
-
34
-
-
33748158412
-
Coupled model of surface water flow, sediment transport and morphological evolution
-
Simpson G., and Castelltort S. Coupled model of surface water flow, sediment transport and morphological evolution. Computers & Geosciences 32 (2006) 1600-1614
-
(2006)
Computers & Geosciences
, vol.32
, pp. 1600-1614
-
-
Simpson, G.1
Castelltort, S.2
-
35
-
-
0021177026
-
Sediment transport formula for steep channels
-
Smart G.M. Sediment transport formula for steep channels. Journal of Hydraulic Engineering 110 3 (1984) 267-276
-
(1984)
Journal of Hydraulic Engineering
, vol.110
, Issue.3
, pp. 267-276
-
-
Smart, G.M.1
-
37
-
-
58349114284
-
-
Strickler, A., 1923. Beiträge zur Frage der Geschwindigkeitsformel und der Rauhigkeitszahlen für Ströme, Kanäle und geschlossene Leitungen (Requested contribute on the speed formula and roughness effects for channels streams and closed conduits). Mitteilungen des Eidgenössischen Amtes für Wasserwirtschaft No. 16, Bern, Switzerland.
-
Strickler, A., 1923. Beiträge zur Frage der Geschwindigkeitsformel und der Rauhigkeitszahlen für Ströme, Kanäle und geschlossene Leitungen (Requested contribute on the speed formula and roughness effects for channels streams and closed conduits). Mitteilungen des Eidgenössischen Amtes für Wasserwirtschaft No. 16, Bern, Switzerland.
-
-
-
-
39
-
-
0002492982
-
Transfer function for the deposition of poorly sorted gravel in response to streambed aggradation
-
Toro-Escobar C.M., Parker G., and Paola C. Transfer function for the deposition of poorly sorted gravel in response to streambed aggradation. Journal of Hydraulic Research 34 1 (1996) 35-53
-
(1996)
Journal of Hydraulic Research
, vol.34
, Issue.1
, pp. 35-53
-
-
Toro-Escobar, C.M.1
Parker, G.2
Paola, C.3
-
40
-
-
33745284974
-
Divergence form for bed slope source term in shallow water equations
-
Valiani A., and Begnudelli L. Divergence form for bed slope source term in shallow water equations. Journal of Hydraulic Engineering 132 7 (2006) 652-665
-
(2006)
Journal of Hydraulic Engineering
, vol.132
, Issue.7
, pp. 652-665
-
-
Valiani, A.1
Begnudelli, L.2
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