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| A numerical model for predicting sediment exclusion at intakes |
| It is common practice to provide sediment control structures at an irrigation intake, so that problems of sedimentation are minimised in the canal system which the intake supplies. This report presents a method for predicting quantitatively the effect of such structures. |
| Background Sediment control structures are often incorporated in the design of intakes so that problems of sedimentation are minimised in the canal systems which they supply. There is a need to predict the degree of sediment exclusion provided by these structures. Numerical modelling is an appropriate technique for the
prediction of the performance of sediment control devices. The ability
to overcome the scaling difficulties associated with laboratory models
for this application, and cost considerations, make numerical modelling
an attractive option for either supplementing or replacing physical models. The approach used computational fluid dynamics (CFD) software to develop the numerical model. The CFD code "PHOENICS" was chosen for the study. This report presents the work to develop the model since 1989. What it covers |
The model results are compared to the field data and an assessment is made of the sensitivity of model predictions to the assumptions required to run the model and to uncertainties in the input data. Conclusions and recommendations for further application of the model are presented. It was found that the model, as described in this report, is primarily suited to assess modifications to existing intakes rather than the design of new intakes. Contributors Intended users |
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