Rough surfaces in under-explored surface morphology space and their implications on roughness modelling

TL;DR

This paper presents DNS results of rough-wall flows with specific statistical properties, highlighting the importance of geometric parameters and proposing group-based models for better roughness prediction.

Contribution

It introduces a novel feature selection method and demonstrates the potential of machine learning models for group-based rough-wall modeling.

Findings

Two-point correlation lengths are crucial for characterizing rough surfaces.

A new feature selection procedure helps identify key geometric parameters.

Machine learning models can effectively predict roughness effects within specific groups.

Abstract

We report direct numerical simulation (DNS) results of the rough-wall channel, focusing on roughness with high $k_{rms}/k_a$ statistics but small to negative $Sk$ statistics, and we study the implications of this new dataset on rough-wall modelling. Here, $k_{rms}$ is the root-mean-square, $k_a$ is the first order moment of roughness height, and $Sk$ is the skewness. The effects of packing density, skewness and arrangement of roughness elements on mean streamwise velocity, equivalent roughness height ($z_0$) and Reynolds and dispersive stresses have been studied. We demonstrate that two-point correlation lengths of roughness height statistics play an important role in characterizing rough surfaces with identical moments of roughness height but different arrangements of roughness elements. Analysis of the present as well as historical data suggests that the task of rough-wall modelling is to identify geometric parameters that distinguish the rough surfaces within the calibration dataset. We demonstrate a novel feature selection procedure to determine these parameters. Further, since there is not a finite set of roughness statistics that distinguish between all rough surfaces, we argue that obtaining a universal rough-wall model for making equivalent sand-grain roughness ($k_s$) predictions would be challenging, and that each rough-wall model would have its applicable range. This motivates the development of group-based rough-wall models. The applicability of multi-variate polynomial regression and feedforward neural networks for building such group-based rough-wall models using the selected features has been shown.