Other Technical Papers
Jun 15, 2010

Validity of Uniform Flow Hypothesis in One-Dimensional Morphodynamic Models

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 2

Abstract

Local-uniform-flow (LUF) hypothesis is a simplification of the governing equations describing river morphodynamics, which is needed to determine the evolution of the bed profile and bed-material composition in the case of large time and space scales. This paper presents a rigorous analysis of the full one-dimensional river hydrodynamic and morphodynamic mathematical model compared to its LUF approximation. The analysis establishes two criteria to assess the validity of the LUF hypothesis: (1) a criterion for rivers in equilibrium and (2) a criterion for evolving rivers (i.e., in nonequilibrium). The first criterion is based on the concept of the morphological box. Variations of the river bed longer than the box length are adequately reproduced by the LUF hypothesis, whereas only spatially averaged values are resolved within the box. The second criterion is based on the concept of an evolution window. Temporal variations represented by wave periods larger than the evolution window can be adequately reproduced by the LUF hypothesis, whereas variations with shorter periods are averaged within this window. The minimum size of morphological box and evolution window that limit the error introduced by the LUF hypothesis increases when the Froude number decreases. Further, the minimum size of the evolution window increases for decreasing sediment concentration and increasing mixing layer thickness (i.e., for larger bed forms). The LUF hypothesis is therefore best applied to small mountain rivers for which both the minimum size of the morphological box and the evolution window is relatively small, so that spatial and temporal variations can be resolved in more detail. Applications using the LUF hypothesis for large watersheds (including the lowland portion of the fluvial network) are possible, but are limited to simulations over larger spatial and temporal intervals.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was funded by: Autorità di Bacino Alto Adriatico ADBVE (Watershed Agency of Northern Adriatic Sea), the PRIN project “Control and mitigation of storage sedimentation: sediment management in the watershed and in reservoirs” of the Italian Ministry for Education and Scientific Research, and by the “Fondazione ing. Aldo Gini” fellowship.UNSPECIFIED

References

Armanini, A., and Di Silvio, G. (1988). “A one-dimensional model for the transport of a sediment mixture in non equilibrium flow conditions.” J. Hydraul. Res., 26(3), 275–292.
Begin, Z. B. (1988). “Application of a diffusion-erosion model to alluvial channels which degrade due to base-level lowering.” Earth Surf. Processes Landforms, 13(6), 487–500.
Brunner, G. W. (2002). HEC-RAS: River analysis system user's manual, U.S. Army Corps of Engineers, Hydrologic Engineering Center, CA, 95616–4687.
Caleffi, V., Valiani, A., and Bernini, A. (2006). “Fourth-order balanced source term treatment in central WENO schemes for shallow water equations.” J. Comput. Phys., 218(1), 228–245.
Canestrelli, A., Siviglia, A., Dumbser, M., and Toro, E. F. (2009). “Well-balanced high-order centred schemes for nonconservative hyperbolic systems: Applications to shallow water equations with fixed and mobile bed.” Adv. Water Resour., 32(6), 834–844.
Cao, Z., Pender, G., Wallis, S., and Carling, P. (2004). “Computational dam-break hydraulics over erodible sediment bed.” J. Hydraul. Eng., 130(7), 689–703.
Cao, Z., Rodney, D., and Shinji, E. (2002). “Coupled and decoupled numerical modeling of flow and morphological evolution in alluvial rivers.” J. Hydraul. Eng., 128(3), 306–321.
Correia, L., Krishnappan, B., and Graf, W. (1992). “Fully coupled unsteady mobile boundary flow model.” J. Hydraul. Eng., 118(3), 476–494.
Coulthard, T. J., Hicks, D. M., and Van De Wiel, M. J. (2007). “Cellular modelling of river catchments and reaches: Advantages, limitations and prospects.” Geomorphology, 90, 192–207.
Cui, Y., and Parker, G. (2005). “Numerical model of sediment pulses and sediment–supply disturbances in mountain rivers.” J. Hydraul. Eng., 131(8), 646–656.
Cui, Y., Parker, G., Lisle, T. E., Pizzuto, J. E., and Dodd, A. M. (2005). “More on the evolution of bed material waves in alluvial rivers.” Earth Surf. Processes Landforms, 30, 107–114.
Cui, Y., Parker, G., and Paola, C. (1996). “Numerical simulation of aggradation and downstream fining.” J. Hydraul. Res., 34(2), 195–204.
Deigaard, R. (1980). “Longitudinal and transverse sorting of grain size in alluvial rivers.” Series paper 26, Inst. of Hydrodynamics and Hydraulic Engineering, Technical Univ. of Denmark, Lyngby, Denmark.
De Vries, M. (1965). “Consideration about nonsteady bed-load transport in open channels.” Proc., IAHR, 11th Congress, IAHR, USSR, 3.8.1–3.8.8.
De Vries, M. (1973). “River-bed variations—aggradation and degradation.” Delft hydraulics laboratory publication no. 107, Delft Hydraulics Laboratory, Delft, The Netherlands.
Di Silvio, G., and Peviani, M. A. (1991) “Modelling short- and long-term evolution of mountain rivers: An application to the torrent Mallero (Italy).” Lecture notes in earth sciences n. 37, fluvial hydraulics of mountain regions, A. Armanini and G. Di Silvio eds., Springer, Berlin, 292–293.
Fasolato, G. (2009). “Simplified models for morphological evolution of rivers and lagoons.” Ph.D. thesis, Univ. of Padova, LAP Lambert Academic Publishing, Padova, Italy.
Fasolato, G., Ronco, P., and Di Silvio, G. (2009). “How fast and how far do variable boundary conditions affect river morphodynamics?” J. Hydraul. Res., 47(3), 329–339.
Fasolato, G., Ronco, P., and Jia, Y. (2007). “Studies on sediment transport and morphodynamic evolution of a river due to sediment flushing operations of an alpine reservoir.” Proc., 32nd IAHR Congress (CD-ROM), IAHR, Venice, Italy.
Formann, E., Habersack, H. M., and Schober, St. (2007). “Morphodynamic river processes and techniques for assessment of channel evolution in Alpine gravel bed rivers.” Geomorphology, 90, 340–355.
Gill, M. A. (1987). “Nonlinear solution for aggradation and degradation in channels.” J. Hydraul. Res., 25(5), 537–547.
Hirano, M. (1971). “River bed degradation with armouring.” Trans. JSCE, 3(2), 194–195.
Holly, F. M., and Rahuel, J. -L. (1990). “New numerical/physical framework for mobile-bed modeling. Part 1: Numerical and physical principles.” J. Hydraul. Res., 28(4), 401–416.
Kassem, A., and Chaudry, M. (1998). “Comparison of coupled and micoupled numerical models for alluvial channels.” J. Hydraul. Eng., 124(8), 794–802.
Krishnappan, B. (1985). “Modelling of unsteady flows in alluvial streams.” J. Hydraul. Eng., 111(2), 257–266.
Langendoen, E. J., and Alonso, C. V. (2008). “Modeling the evolution of incised stream systems. I: Model formulation and validation of flow and streambed evolution components.” J. Hydraul. Eng., 134(6), 749–762.
Lyn, D. A. (1987). “Unsteady sediment-transport modeling.” J. Hydraul. Eng., 113(1), 1–15.
Lyn, D. A., and Altinakar, M. (2002). “St. Venant-Exner equations for near-critical and transcritical flows.” J. Hydraul. Eng., 128(6), 579–587.
Malverti, L., Lajeunesse, E., and Métivier, F. (2008). “Small is beautiful: Upscaling from microscale laminar to natural turbulent rivers.” J. Geophys. Res., 113, F04004.
Martín-Vide, J. P., Ferrer-Boix, C., Ollero, A. (2010) “Incision due to gravel mining: Modeling a case study from the Gállego River, Spain.” Geomorphology, 117(3–4), 261–271.
Morris, P. H., and Williams, D. J. (1996). “Relative celerities of mobile bed flows with finite solids concentrations.” J. Hydraul. Eng., 122(6), 311–315.
Nones, M. (2007). “Fiume Adige: Bilancio dei sedimenti a scala di bacino.” MS thesis, Univ. of Padova, Padova, Italy, in Italian, ⟨http://ingegneria.tesionline.it/ingegneria/tesi.jsp?idt=20380⟩.
Paola, C. (2000). “Quantitative models of sedimentary basin filling.” Sedymentology, 47(Suppl. 1), 121–178.
Papanicolaou, A. N., Bdour, A., and Wicklein, E. (2004). “One-dimensional hydrodynamic/sediment transport model applicable to steep mountain streams.” J. Hydraul. Res., 42(4), 357–375.
Parker, G. (1991a). “Selective sorting of abrasion of river gravel. I: Theory.” J. Hydraul. Eng., 117(2), 131–149.
Parker, G. (1991b). “Selective sorting of abrasion of river gravel. II: Application.” J. Hydraul. Eng., 117(2), 150–171.
Peviani, M. A. (2002). “Sviluppo di un modello numerico idraulico-morfologico per fiumi a forte pendenza ed analisi dell’evoluzione degli alvei nei tratti pedemontani.” Ph.D. thesis, Univ. of Perugia, Perugia, Italy, in Italian.
Repetto, R. and Tubino, M. (2001). “Planimetric instability of channels with variable width.” Phys. Chem. Earth, Part B, 26, 71–76.
Repetto, R., Tubino, M., and Paola, C. (2002). “Planimetric instability of channels with variable width.” J. Fluid Mech., 457, 79–109.
Ribberink, J. S., and Van der Sande, J. T. M. (1985). “Aggradation in rivers due to overloading-analytical approaches.” J. Hydraul. Res., 23(3), 273–283.
Ronco, P., Fasolato, G., and Di Silvio, G. (2009). “Modelling evolution of bed profile and grain size distribution in unsurveyed rivers.” Int. J. Sediment Res., 24(2), 127–144.
Ronco, P., Fasolato, G., Nones, M., and Di Silvio, G. (2010). “Morphological effects of damming on lower Zambezi River.” Geomorphology, 115(15), 43–55.
Saiedi, S. (1997). “Coupled modeling of alluvial flows.” J. Hydraul. Eng., 123(5), 440–446.
Seminara, G. (1997). “Equilibrio morfodinamico, stabilità ed evoluzione di correnti a fondo mobile.” Proc., meeting “Nuovi sviluppi applicative dell’idraulica dei corsi d’acqua,” in Italian.
Sieben, J. (1997). “Modeling of hydraulics and morphology in mountain rivers.” Ph.D. thesis, also “Communications on hydraulic and geotechnical engineering.” Rep. No. 97–3, Delft Univ. of Technology, Delft, The Netherlands.
Sloff, C. J. (1993). “Analysis of basic equations for sediment-laden flows.” Communications on hydraulic and geotechnical engineering, Rep. No. 93–8, Faculty of Civil Engineering, Delft Univ. of Technology, Delft, The Netherlands.
Soni, J. P., Garde, R. J., and Raju, K. G. (1980). “Aggradation in streams due to overloading,” J. Hydr. Div., 106(1), 117–132.
Sun, T., Paola, C., Parker, G., and Meakin, P. (2002). “Fluvial fan deltas: Linking channel processes with large-scale morphodynamics.” Water Resour. Res., 38(8), 1151.
Tregnaghi, M., Marion, A., and Gaudio, R. (2007). “Affinity and similarity of local scour holes at bed sills.” Water Resour. Res., 43, W11417.
Verhaar, P. M., Biron, P. M., Ferguson, R. I., and Hoey, T. B. (2008). “A modified morphodynamic model for investigating the response of rivers to short-term climate change.” Geomorphology, 101, 674–682.
Vreugdenhil, C. B., and de Vries, M. (1967). “Computations of non-steady bedload-transport by a pseudo-viscosity method.” Delft hydraulics laboratory publication no. 45, Delft Hydraulics Laboratory, Delft, The Netherlands.
Wright, S., and Parker, G. (2005a). “Modeling downstream fining in sand-bed rivers. Part 1: Formulation.” J. Hydraul. Res., 43(6), 613–620.
Wright, S., and Parker, G. (2005b). “Modeling downstream fining in sand-bed rivers. Part 2: Application.” J. Hydraul. Res., 43(6), 621–631.
Wu, W., Vieira, D. A., and Wang, S. S. Y. (2004). “One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks.” J. Hydraul. Eng., 130(9), 914–923.
Zhang, H., and Kahawita, R. (1990). “Linear hyperbolic model for alluvial channels.” J. Hydraul. Eng., 116(4), 478–493.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 2February 2011
Pages: 183 - 195

History

Received: Feb 19, 2009
Accepted: Jun 11, 2010
Published online: Jun 15, 2010
Published in print: Feb 2011

Permissions

Request permissions for this article.

Authors

Affiliations

G. Fasolato, Ph.D. [email protected]
Hydraulic and Environmental Engineer, Ing. E. Mantovani Spa (Construction Company); formerly, Dept. of Hydraulic, Maritime Environmental and Geotechnical Engineering, Univ. of Padua, Via Loredan 20, 35131 Padua, Italy (corresponding author). E-mail: [email protected]
P. Ronco, Ph.D. [email protected]
Hydraulic and Environmental Engineer, Lay Volunteers International Association (LVIA); formerly, Dept. of Hydraulic, Maritime Environmental and Geotechnical Engineering, Univ. of Padua, Via Loredan 20, 35131 Padua, Italy. E-mail: [email protected]
E. J. Langendoen, Ph.D., M.ASCE [email protected]
Research Hydraulic Engineer, U.S. Dept. of Agriculture, Agricultural Research Service, National Sedimentation Laboratory, Oxford, MS 38655. E-mail: [email protected]
G. Di Silvio [email protected]
Full Professor, Dept. of Hydraulic, Maritime Environmental and Geotechnical Engineering, Univ. of Padua, Via Loredan 20, 35131 Padua, Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share