Hyperscale terrain modelling of braided rivers: fusing mobile terrestrial laser scanning and optical bathymetric mapping

TLDR

Quantifying the morphology of braided rivers is key for understanding their behavior; recent geomatics advances have improved reach‑scale topographic data, yet accurate DEMs remain challenging in fluvial systems. The study identifies three challenges—morphological, wetted channel, and mobility problems—in surveying braided rivers and proposes addressing them. A novel survey method combining mobile terrestrial laser scanning, non‑metric aerial photography, and advanced data reduction yields high‑resolution DEMs for a 2.5 km reach of New Zealand’s Rees River, with point densities of 1600 pts m⁻² and sub‑metre error analysis. The resulting DEM achieves exceptionally low vertical errors, ranging from 0.03 m on exposed bars to 0.12 m in inundated areas. © 2013 John Wiley & Sons, Ltd.

Abstract

ABSTRACT Quantifying the morphology of braided rivers is a key task for understanding braided river behaviour. In the last decade, developments in geomatics technologies and associated data processing methods have transformed the production of precise, reach‐scale topographic datasets. Nevertheless, generating accurate Digital Elevation Models (DEMs) remains a demanding task, particularly in fluvial systems. This paper identifies a threefold set of challenges associated with surveying these dynamic landforms: complex relief, inundated shallow channels and high rates of sediment transport, and terms these challenges the ‘morphological’, ‘wetted channel’ and ‘mobility’ problems, respectively. In an attempt to confront these issues directly, this paper presents a novel survey methodology that combines mobile terrestrial laser scanning and non‐metric aerial photography with data reduction and surface modelling techniques to render DEMs from the resulting very high resolution datasets. The approach is used to generate and model a precise, dense topographic dataset for a 2.5 km reach of the braided Rees River, New Zealand. Data were acquired rapidly between high flow events and incorporate over 5 x 10 9 raw survey observations with point densities of 1600 pts m ‐2 on exposed bar and channel surfaces. A detailed error analysis of the resulting sub‐metre resolution is described to quantify DEM quality across the entire surface model. This reveals unparalleled low vertical errors for such a large and complex surface model; between 0.03 and 0.12 m in exposed and inundated areas of the model, respectively. Copyright © 2013 John Wiley & Sons, Ltd.