| publications-301 |
PEER REVIEWED ARTICLE |
2011 |
Matteo Tregnaghi |
Modelling time varying scouring at bed sills |
|
10.1002/esp.2198 |
Hydrological modeling |
Groundwater |
|
ABSTRACTIn this paper a modelling approach is presented to predict local scour under time varying flow conditions. The approach is validated using experimental data of unsteady scour at bed sills. The model is based on a number of hypotheses concerning the characteristics of the flow hydrograph, the temporal evolution of the scour and the geometry of the scour hole. A key assumption is that, at any time, the scour depth evolves at the same rate as in an equivalent steady flow. The assumption is supported by existing evidence of geometrical affinity and similarity of scour holes formed under different steady hydraulic conditions. Experimental data are presented that show the scour hole development downstream of bed sills due to flood hydrographs follow a predictable pattern. Numerical simulations are performed with the same input parameters used in the experimental tests but with no postâsimulation calibration. Comparison between the experimental and model results indicates good correspondence, especially in the rising limb of the flow hydrograph. This suggests that the underlying assumptions used in the modelling approach are appropriate. In principle, the approach is general and can be applied to a wide range of environments (e.g. bed sills, stepâpool systems) in which scouring at rapid bed elevation changes caused by time varying flows occurs, provided appropriate scaling information is available, and the scour response to steady flow conditions can be estimated. Copyright © 2011 John Wiley & Sons, Ltd. |
235755 |
|
|
|
| publications-302 |
PEER REVIEWED ARTICLE |
2011 |
Andrea Busolin Bottacin |
Evidence of distinct transport patterns contaminant in rivers using tracer tests and a multiple domain retention model |
|
10.1016/j.advwatres.2011.03.005 |
Hydrological modeling |
River Basins |
|
No abstract available |
235755 |
|
|
|
| publications-303 |
PEER REVIEWED ARTICLE |
|
Matteo Tregnaghi |
Risk of entrainment in uniformly sized sediment beds at low transport stages I: Theory |
|
|
Uncategorized |
River Basins |
|
No abstract available |
235755 |
|
|
|
| publications-304 |
PEER REVIEWED ARTICLE |
2012 |
Matteo Tregnaghi |
Risk of entrainment in uniformly sized sediment beds at low transport stages II: Experiments |
|
10.1029/2011jf002135 |
Uncategorized |
Groundwater |
|
Fluvial sediment transport is caused by a complex interaction of interdependent grain and fluid processes many of which are stochastic in nature and cannot be adequately represented by deterministic equations. Random variable analysis has been used previously but limited data are available to describe the variability of grain resistance combined with particle arrangements, and thus validate such analysis. In this study low to medium bed load transport tests were carried out in a flume where sediment movement was monitored using a threeâcamera 3D PIV system. Simultaneous grain motion and flow velocity measurements were made on a plane located slightly above and parallel to the sediment bed. Detailed statistical velocity information was acquired to model the velocity distribution at the bed level. This was combined with the joint probabilistic distribution of particle exposures and grain resistance to motion, which were obtained from discrete particle modeling (DPM) simulations. DPM simulations were used to provide a stochastic mathematical description of the risk that a stationary particle is entrained by the flow. Predictions from the stochastic model equations replicated the observed pulsation in sediment transport. This demonstrates that it is possible to simulate sediment entrainment and transport at a high resolution by adequately modeling all the subâprocesses. A number of flow patterns were identified that caused large fluctuations of the entrainment rate. These all exhibit high velocity flow structures, but they selectively cause the dislodgement of individual particles located at different positions. This selective behavior follows from the variability of the interaction between the nearâbed flow and the particles having different exposure. |
235755 |
|
|
|
| publications-305 |
PEER REVIEWED ARTICLE |
2011 |
Gowen, A., Tsenkova, R., Bruen, M., OâDonnell, C. |
Vibrational spectroscopy for water?quality analysis: a review. Critical Reviews in Environmental Science and Technology? |
|
10.1080/10643389.2011.592758 |
Simulation & Modeling |
River Basins |
|
No abstract available |
237819 |
|
|
|
| publications-306 |
PEER REVIEWED ARTICLE |
2010 |
Gowen, A., Downey, G., Esquerre, C., OâDonnell, C. |
Preventing over-fitting in PLS?calibration models of near infrared (NIR) spectroscopy data using regression coefficients? |
|
10.1002/cem.1349 |
Simulation & Modeling |
River Basins |
|
AbstractSelection of the number of latent variables (LVs) to include in a partial least squares (PLS) model is an important step in the data analysis. Inclusion of too few or too many LVs may lead to, respectively, under or overâfitting of the data and subsequently result in poor future model performance. One wellâknown sign of overâfitting is the appearance of noise in regression coefficients; this often takes the form of a reduction in apparent structure and the presence of sharp peaks with a high degree of directional oscillation, features which are usually estimated subjectively. In this work, a simple method for quantifying the shape and size of a regression coefficient is presented. This measure can be combined with an indicator of model bias (e.g. root mean square error) to aid in estimation of the appropriate number of LVs to include in a PLS model. The performance of the proposed method is evaluated on simulated and and real NIR spectroscopy datasets sets and compared with several existing methods. Copyright © 2010 John Wiley & Sons, Ltd. |
237819 |
|
|
|
| publications-307 |
PEER REVIEWED ARTICLE |
2011 |
Gowen, A., Marini, F., Esquerre, C., OâDonnell, C., Downey, G., Burger, J. |
Time series?hyperspectral chemical imaging data: challenges, solutions and applications? |
|
10.1016/j.aca.2011.06.031 |
Simulation & Modeling |
Irrigation Systems |
|
No abstract available |
237819 |
|
|
|
| publications-308 |
PEER REVIEWED ARTICLE |
2011 |
Esquerre, C., Gowen, A.A., OâDonnell, C., Downey, G |
Selection of variables based on most stable normalised partial least squares regression coefficients in an ensemble Monte Carlo procedure |
|
10.1255/jnirs.962 |
Uncategorized |
Uncategorized |
|
A modification of ensemble Monte Carlo uninformative variable elimination (EMCUVE) is proposed, which does not involve the use of random variables, with the aim of improving the performance of partial least squares (PLS) regression models, increasing the consistency of results and reducing processing time by selecting the most informative variables in a spectral dataset. The proposed method (ensemble Monte Carlo variable selectionâEMCVS) and the robust version (REMCVS) were compared to PLS models and with the existing EMCUVE method using three near infrared (NIR) datasets, i.e. prediction of n-butanol in a five-solvent mixture, moisture in corn and glucosinolates in rapeseed. The proposed methods were more consistent, produced models with better predictive accuracy (lower root mean squared error of prediction) and required less computational time than the conventional EMCUVE method on these datasets. In this application, the proposed method was applied to PLS regression coefficients but it may, in principle, be used on any regression vector. |
237819 |
|
|
|
| publications-309 |
PEER REVIEWED ARTICLE |
2011 |
Burger, J., Gowen, A. |
Data handling in Hyperspectral Image Analysis |
|
10.1016/j.chemolab.2011.04.001 |
Data Management & Analytics |
Natural Water Bodies |
|
No abstract available |
237819 |
|
|
|
| publications-310 |
PEER REVIEWED ARTICLE |
2013 |
A.A. Gowen, J.M. Amigo, R. Tsenkova |
Characterisation of hydrogen bond perturbations?in aqueous systems using aquaphotomics and multivariate curve resolution |
|
10.1016/j.aca.2012.10.007 |
Uncategorized |
Groundwater |
|
No abstract available |
237819 |
|
|
|