Temporal Evaluation of Scour Hole Dimensions Due to Plain Wall Jets in
Non-Cohesive Sediments Using Soft Computing Approach: White-Box vs.
Black-Box Modelling
Abstract
This study analyzed the temporal variation of scour hole dimensions
caused by a plain wall jet, which is one of the most hazardous issues
faced by hydraulic structures. The study employed two recently developed
artificial intelligence-based models, Extreme Learning Machine (ELM) and
Multi-Gen Genetic Programming (MGGP), to predict scour hole dimensions
and identify effective parameters. Both models accurately predicted the
scour hole dimensions, with MGGP outperforming ELM for both training and
testing data. MGGP presented four equations that can be used by
designers to predict the temporal variations of scour hole dimensions
with high accuracy. The non-dimensional form of the scouring time was
found to be the most effective parameter, while the channel width ratio
and standard deviation of sediments had negligible effects on the
accuracy of the models. The study found that the effectiveness of the
densimetric Froude number should be considered for predicting the
temporal variation of scour hole dimensions due to plain wall jets. The
proposed equations from both models had higher accuracy than previous
empirical models. Overall, this study provides valuable insights into
predicting and mitigating jet scour problems in hydraulic structures.