Regime theories in gravel‐bed rivers: models, controlling variables, and applications in disturbed Italian rivers

Downstream hydraulic geometry relationships describe the shape of alluvial channels in terms of bankfull width, flow depth, flow velocity, and channel slope. Recent investigations have stressed the difference in spatial scales associated with these variables and thus the time span required for their adjustment after a disturbance. The aim of this study is to explore the consequences in regime models considering the hypothesis that while channel width and depth adjust quickly to changes in water and sediment supply, reach slope requires a longer time span. Three theoretical models were applied. One model incorporates an extremal hypothesis (Millar RG. 2005. Theoretical regime equations for mobile gravel-bed rivers with stable banks. Geomorphology 64: 207–220), and the other two are fully physically based (Ikeda S, Parker G, Kimura Y. 1988. Stable width and depth of straight gravel rivers with heterogeneous bed materials. Water Resources Research 24: 713–722; Parker G, Wilcock PR, Paola C, Dietrich W, Pitlick J. 2007. Physical basis for quasi universal relations describing bankfull hydraulic geometry of single-thread gravel-bed rivers. Journal of Geophysical Research 112, DOI: 10.1029/2006JF000549). In order to evaluate the performance of models introducing the slope as an independent variable, we propose two modifications to previous models. The performance of regime models was tested against published data from 142 river reaches and new hydraulic geometry data from gravel-bed rivers in Patagonia (Argentina) and north-eastern Italy. Models that assume slope as a control (Ikeda et al., 1988; or Millar, 2005) predict channel depth and width reasonably well. Parker et al.’s (2007) model improved predictions because it filters the scatter in slope data with a relation slope–discharge. The extremal hypothesis model of Millar (2005) predicts comparably to the other physically based models. Millar’s model was chosen to describe the recent changes in the Piave and Brenta rivers due to human intervention – mainly in-channel gravel mining. The change in sediment supply and recovery was estimated for these rivers. This study supports the interpretation that sediment supply is the key factor guiding morphological changes in these rivers.

[1]  T. Anderson View from the river. , 2007, The practising midwife.

[2]  G. Nanson,et al.  Least action principle, equilibrium states, iterative adjustment and the stability of alluvial channels , 2008 .

[3]  E. Andrews Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming , 1980 .

[4]  Charles C. S. Song,et al.  Hydraulic geometry and minimum rate of energy dissipation , 1981 .

[5]  Luna Bergere Leopold,et al.  The concept of entropy in landscape evolution , 1962 .

[6]  W. Dietrich,et al.  Physical basis for quasi-universal relations describing bankfull hydraulic geometry of single-thread gravel bed rivers , 2007 .

[7]  John Pitlick,et al.  Variation in the reference Shields stress for bed load transport in gravel‐bed streams and rivers , 2005 .

[8]  G. H. Keulegan,et al.  Laws of turbulent flow in open channels , 1938 .

[9]  R. Millar Theoretical regime equations for mobile gravel-bed rivers with stable banks , 2005 .

[10]  Charles C. S. Song,et al.  Theory of Minimum Rate of Energy Dissipation , 1979 .

[11]  M. Wolman,et al.  Magnitude and Frequency of Forces in Geomorphic Processes , 1960, The Journal of Geology.

[12]  E. Andrews Bed-material entrainment and hydraulic geometry of gravel-bed rivers in Colorado , 1984 .

[13]  G. Parker,et al.  Stable width and depth of straight gravel rivers with heterogeneous bed materials , 1988 .

[14]  Hans-Erwin Minor,et al.  Bed erosion in steep open channels , 2009 .

[15]  L. B. Leopold,et al.  The hydraulic geometry of stream channels and some physiographic implications , 1953 .

[16]  N. Surian,et al.  118. Channel Adjustments in Response to Human Alteration of Sediment Fluxes: Examples from Italian Rivers , 2005 .

[17]  S. Lawrence Dingman,et al.  Statistical development and validation of discharge equations for natural channels , 1997 .

[18]  Dale I. Bray,et al.  Estimating Average Velocity in Gravel-Bed Rivers , 1979 .

[19]  R. Millar,et al.  Effect of Bank Stability on Geometry of Gravel Rivers , 1993 .

[20]  W. White,et al.  Analytical Approach to River Regime , 1982 .

[21]  G. Parker Self-formed straight rivers with equilibrium banks and mobile bed. Part 2. The gravel river , 1978, Journal of Fluid Mechanics.

[22]  P. Julien,et al.  Changes in hydraulic geometry of the Hwang River below the Hapcheon Re-regulation Dam, South Korea , 2010 .

[23]  James E. Pizzuto,et al.  Numerical simulation of gravel river widening , 1990 .

[24]  S. Ikeda,et al.  Width and depth of self‐formed straight gravel rivers with bank vegetation , 1990 .

[25]  B. Eaton,et al.  A conceptual model for meander initiation in bedload‐dominated streams , 2006 .

[26]  Ivar G. Jonsson,et al.  Shear and Velocity Distribution in Shallow Channels , 1964 .

[27]  Nicholas J. Clifford,et al.  Classics in physical geography revisited , 1996 .

[28]  Nicola Surian,et al.  Channel adjustments, bedload transport and sediment sources in a gravel‐bed river, Brenta River, Italy , 2007 .

[29]  Mario Aristide Lenzi,et al.  Channel adjustments and alteration of sediment fluxes in gravel‐bed rivers of North‐Eastern Italy: potentials and limitations for channel recovery , 2009 .

[30]  C. Thorne,et al.  Stable Channels with Mobile Gravel Beds , 1986 .

[31]  B. Eaton,et al.  A graded stream response relation for bed load–dominated streams , 2004 .

[32]  G. Parker On the cause and characteristic scales of meandering and braiding in rivers , 1976, Journal of Fluid Mechanics.

[33]  S. Cao,et al.  Design for Hydraulic Geometry of Alluvial Channels , 1998 .

[34]  F. Liébault,et al.  Evaluation of bedload yield in gravel-bed rivers using scour chains and painted tracers: the case of the Esconavette Torrent (Southern French Prealps) , 2008 .

[35]  G. Parker Surface-based bedload transport relation for gravel rivers , 1990 .

[36]  K. Wilson,et al.  DERIVATION OF THE REGIME EQUATIONS FROM RELATIONSHIPS FOR PRESSURIZED FLOW BY USE OF THE PRINCIPLE OF MINIMUM ENERGY - DEGRADATION RATE. , 1967 .

[37]  Nicola Surian,et al.  Channel changes due to river regulation: the case of the Piave River, Italy , 1999 .

[38]  P. Ashmore,et al.  Channel adjustment and a test of rational regime theory in a proglacial braided stream , 2001 .

[39]  R. Ferguson Hydraulics and hydraulic geometry , 1986 .

[40]  G. Nanson,et al.  A stability criterion inherent in laws governing alluvial channel flow , 2002 .

[41]  N. Surian Downstream variation in grain size along an Alpine river: analysis of controls and processes , 2002 .

[42]  A. J. Sutherland,et al.  Extremal hypotheses for river behavior , 1983 .

[43]  Howard H. Chang Geometry of Gravel Streams , 1980 .

[44]  M. Wolman A method of sampling coarse river‐bed material , 1954 .

[45]  N. Surian,et al.  Channel adjustments and vegetation cover dynamics in a large gravel bed river over the last 200 years , 2011 .

[46]  G Lacey,et al.  STABLE CHANNELS IN ALLUVIUM (INCLUDES APPENDICES). , 1930 .

[47]  I. V. Egiazaroff,et al.  Calculation of Nonuniform Sediment Concentrations , 1965 .

[48]  B. Eaton,et al.  Rational regime model of alluvial channel morphology and response , 2004 .

[49]  R G Kennedy,et al.  THE PREVENTION OF SILTING IN IRRIGATION CANALS. (INCLUDING APPENDIX). , 1895 .