Discrimination of bed form scales using robust spline filters and wavelet transforms: Methods and application to synthetic signals and bed forms of the Río Paraná, Argentina
Abstract:[1] There is no standard nomenclature and procedure to systematically identify the scale and magnitude of bed forms such as bars, dunes, and ripples that are commonly present in many sedimentary environments. This paper proposes a standardization of the nomenclature and symbolic representation of bed forms and details the combined application of robust spline filters and continuous wavelet transforms to discriminate these morphodynamic features, allowing the quantitative recognition of bed form hierarchies. He… Show more
“…As also visually recognized on Figure b, the slip faces are mainly situated close to the trough and away from the crest, having an average normalized beginning and end at 0.67 to 0.76 between crest and trough (Figure e and Table ). This shows the presence of a well‐developed crestal platform already identified by Parsons et al () and Gutierrez et al ().…”
Section: Río Paraná Bedformssupporting
confidence: 78%
“…Gutierrez et al () further analyzed the bathymetry collected by Parsons et al () using robust spline filters and wavelet transforms to discriminate bedform scales. Using this method, the bed morphology was separated in three units: small dunes or ripples, medium to large dunes, and bar.…”
Section: Río Paraná Bedformsmentioning
confidence: 99%
“…Two other noticeable features were recognized at the study area ( Figure 5): a bedrock that protrudes around 2 m above the bed and channel deepening toward the SSW corner of the survey area due to the presence of a large bar upstream of the study site. Gutierrez et al (2013) further analyzed the bathymetry collected by Parsons et al (2005) using robust spline filters and wavelet transforms to discriminate bedform scales. Using this method, the bed morphology was separated in three units: small dunes or ripples, medium to large dunes, and bar.…”
Bedforms are ubiquitous features in rivers and shallow seas, as mobile sediment is transported by flowing water. The mutual interaction of hydrodynamics and bedform has been widely studied in the laboratory over two‐dimensional bedforms having an angle‐of‐repose (30°) lee side and a relatively simple shape. However, the influence of bedform natural morphology and three‐dimensionality on the flow is still poorly constrained. The present work looks at how a natural three‐dimensional (3‐D) bedform field influences flow properties through high‐resolution numerical modeling. A 3‐D numerical model is set up with Delft3D and verified against lab experiments of idealized 3‐D bedforms. The model is used to simulate water velocities, turbulence, water levels, and bed shear stress above a natural bedform field from the Río Paraná (Argentina). The presence and size of the flow separation zone and turbulent wake depend on the presence and properties of the slip face (defined here as the portion of the lee side with angles >15°) and not on those of the crest. When present, the flow separation and wake lengths are, for the tested settings, respectively, around 5 and 13 times the slip face height. A slip face orientation of 25° or more compared to the flow increases cross‐stream flow and suppresses flow reversal over the slip face. To understand and predict flow and bedform properties, the slip face rather than the crest position should be identified and analyzed.
“…As also visually recognized on Figure b, the slip faces are mainly situated close to the trough and away from the crest, having an average normalized beginning and end at 0.67 to 0.76 between crest and trough (Figure e and Table ). This shows the presence of a well‐developed crestal platform already identified by Parsons et al () and Gutierrez et al ().…”
Section: Río Paraná Bedformssupporting
confidence: 78%
“…Gutierrez et al () further analyzed the bathymetry collected by Parsons et al () using robust spline filters and wavelet transforms to discriminate bedform scales. Using this method, the bed morphology was separated in three units: small dunes or ripples, medium to large dunes, and bar.…”
Section: Río Paraná Bedformsmentioning
confidence: 99%
“…Two other noticeable features were recognized at the study area ( Figure 5): a bedrock that protrudes around 2 m above the bed and channel deepening toward the SSW corner of the survey area due to the presence of a large bar upstream of the study site. Gutierrez et al (2013) further analyzed the bathymetry collected by Parsons et al (2005) using robust spline filters and wavelet transforms to discriminate bedform scales. Using this method, the bed morphology was separated in three units: small dunes or ripples, medium to large dunes, and bar.…”
Bedforms are ubiquitous features in rivers and shallow seas, as mobile sediment is transported by flowing water. The mutual interaction of hydrodynamics and bedform has been widely studied in the laboratory over two‐dimensional bedforms having an angle‐of‐repose (30°) lee side and a relatively simple shape. However, the influence of bedform natural morphology and three‐dimensionality on the flow is still poorly constrained. The present work looks at how a natural three‐dimensional (3‐D) bedform field influences flow properties through high‐resolution numerical modeling. A 3‐D numerical model is set up with Delft3D and verified against lab experiments of idealized 3‐D bedforms. The model is used to simulate water velocities, turbulence, water levels, and bed shear stress above a natural bedform field from the Río Paraná (Argentina). The presence and size of the flow separation zone and turbulent wake depend on the presence and properties of the slip face (defined here as the portion of the lee side with angles >15°) and not on those of the crest. When present, the flow separation and wake lengths are, for the tested settings, respectively, around 5 and 13 times the slip face height. A slip face orientation of 25° or more compared to the flow increases cross‐stream flow and suppresses flow reversal over the slip face. To understand and predict flow and bedform properties, the slip face rather than the crest position should be identified and analyzed.
“…Singh et al (2011) used a symmetrical wavelet, the 'Mexican hat' wavelet, for the decomposition of time series; while an asymmetrical wavelet, the Daubechies 4 tap wavelet, is used in this study. Because of the asymmetrical form of gravel dunes, using an asymmetrical wavelet can improve the decomposition effect significantly, especially within the time domain (Gutierrez et al, 2013).…”
Section: Kinetic Characteristics Of Gravel Dunesmentioning
“…Even though the averaged bed morphology is the result of averaging several stages in a cycle, some local bed perturbations remain. To completely filter out the perturbations in future studies will require taking the average over the higher number of instantaneous bed measurements or by separating the large and small scales from the bed morphology signature, such that a purely smooth time-averaged pattern can be obtained (Gutierrez et al, 2013). In general, the maximum velocity regions are found when the crest of a dune is passing through a given control section, thus manifesting the variation on the depth-averaged velocity magnitude, which is a flow parameter widely used to predict meandering migration (Ikeda et al, 1981).…”
Section: Modeling the Self-formed Rough-bed Conditionmentioning
An in-house fully three-dimensional general-purpose finite element model is applied to solve the hydrodynamic structure in a periodic Kinoshita-generated meandering channel. The numerical model solves the incompressible Reynolds-averaged Navier-Stokes equations for mass and momentum, while solving the k À ε equations for turbulence. The free surface is described by the rigid-lid approximation (using measured water surface data) for flat (smooth-bed) and self-formed (rough-bed) conditions. The model results are compared against experimental measurements in the 'Kinoshita channel', where three-dimensional flow velocities and turbulence parameters were measured. This validation was carried out for the upstream-valley meander bend orientation under smooth (flat bed) conditions. After validation, several simulations were carried out to predict the hydrodynamics in conditions where either it was not possible to perform measurements (e.g. applicability of the laboratory acoustic instruments) and to extrapolate the model to other planform configurations. For the flat smooth-bed case, a symmetric (no skewness) planform configuration was modeled and compared to the upstream-skewed case. For the self-formed rough-bed case, prediction of the hydrodynamics during the progression of bedforms was performed. It appears that the presence of bedforms on a bend has the following effects: (i) the natural secondary flow of the bend is disrupted by the presence of the bedforms, thus depending on the location of the dune, secondary flows might differ completely from the traditional orientation; (ii) an increment on both the bed and bank shear stresses is induced, having as much as 50% more fluvial erosion, and thus a potential increment on the migration rate of the bend. Implications on sediment transport and bend morphodynamics are also discussed in the paper.
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