Sediment Concentration and Its Prediction by Perceptron Kalman Filtering Procedure

Predictions of the discharge and the associated sediment concentration are very useful ingredients in any water resources reservoir design, planning, maintenance, and operation. Although there are many empirical relationships between the discharge and sediment concentration amounts, they need estimation of model parameters. Generally, parameter estimations are achieved through the regression method (RM), which has several restrictive assumptions. Such models are locally valid and their structures and parameter values are questionable from region to others. This paper proposes a new approach for sediment concentration prediction provided that there are measurements of discharge and sediment concentration. The basis of the methodology is a dynamic transitional model between successive time instances based on two variables, namely, discharge and sediment concentration measurements. The transition matrix elements are estimated from the measurements through a special form of the artificial neural networks as perceptrons. The sediment concentration predictions from discharge measurements are achieved through a perceptron Kalman filtering (PKF) technique. In the meantime, this technique also provides temporal predictions. A certain portion of the measurement sequence is employed for the model parameter estimations through training and the remaining part is used for the model verification. Detailed comparisons between RM and PKF approaches are presented and, finally, it is shown that the latter model works dynamically by simulating the observation scatter diagram in the best possible manner with smaller prediction errors. The application of the methodology is performed for the discharge and sediment concentration measurements obtained from the Mississippi River basin at St. Louis, Missouri. It is found that the PKF methodology has smaller average relative, root-mean-square, and absolute errors than RM. Furthermore, graphical representation, such as the scatter and frequency diagrams, indicated that the PKF approach has superiority over the RM.

[1]  C. Yang Incipient Motion and Sediment Transport , 1973 .

[2]  Van Rijn,et al.  Closure of "Sediment Transport, Part III: Bed Forms and Alluvial Roughness" , 1984 .

[3]  G. R. Foster,et al.  Estimating Sediment Transport Capacity in Watershed Modeling , 1981 .

[4]  Sharad K. Jain,et al.  Development of Integrated Sediment Rating Curves Using ANNs , 2001 .

[5]  Peter F. Ffolliott,et al.  SEDIMENT RATING CURVES FOR A CLEARCUT PONDEROSA PINE WATERSHED IN NORTHERN ARIZONA1 , 1993 .

[6]  Arthur Gelb,et al.  Applied Optimal Estimation , 1974 .

[7]  H. Nagy,et al.  Prediction of Sediment Load Concentration in Rivers using Artificial Neural Network Model , 2002 .

[8]  Bellie Sivakumar,et al.  An investigation of the presence of low-dimensional chaotic behaviour in the sediment transport phenomenon , 2002 .

[9]  G. Griffiths,et al.  High sediment yields from major rivers of the western Southern Alps, New Zealand (reply) , 1979, Nature.

[10]  Chih Ted Yang,et al.  Sediment transport : theory and practice / Chih Ted Yang , 1995 .

[11]  R. E. Kalman,et al.  A New Approach to Linear Filtering and Prediction Problems , 2002 .

[12]  M. Jansson Estimating a sediment rating curve of the Reventazón river at Palomo using logged mean loads within discharge classes , 1996 .

[13]  Mehmet Özger,et al.  Temporal significant wave height estimation from wind speed by perceptron Kalman filtering , 2004 .

[14]  John F. Kennedy,et al.  Menu of Coupled Velocity and Sediment‐Discharge Relations for Rivers , 1990 .

[15]  Bellie Sivakumar,et al.  River flow forecasting: use of phase-space reconstruction and artificial neural networks approaches , 2002 .

[16]  Zekâi Şen,et al.  Adaptive pumping test analysis , 1984 .

[17]  Emmett M. Laursen,et al.  The Total Sediment Load of Streams , 1958 .

[18]  Edward A. McBean,et al.  Uncertainty in Suspended Sediment Transport Curves , 1988 .

[19]  J. Adams High sediment yields from major rivers of the western Southern Alps, New Zealand , 1980, Nature.

[20]  Zekâi Şen,et al.  Adaptive Fourier analysis of periodic-stochastic hydrologic sequences , 1980 .

[21]  Van Rijn,et al.  Sediment transport; Part I, Bed load transport , 1984 .

[22]  Chih Ted Yang,et al.  Unit Stream Power and Sediment Transport , 1972 .

[23]  Bellie Sivakumar,et al.  A phase-space reconstruction approach to prediction of suspended sediment concentration in rivers , 2002 .

[24]  William Robert Brownlie,et al.  Prediction of flow depth and sediment discharge in open channels , 1982 .

[25]  L. Rijn Sediment Transport, Part II: Suspended Load Transport , 1984 .