Journal of Hydroinformatics (Jul 2023)

Determine stormwater pond geometrics and hydraulics using remote sensing technologies: A comparison between airborne-LiDAR and UAV-photogrammetry field validation against RTK-GNSS

  • Guohan Zhao,
  • Michael R. Rasmussen,
  • Kim G. Larsen,
  • Jiri Srba,
  • Thomas D. Nielsen,
  • Martijn A. Goorden,
  • Weizhu Qian,
  • Jesper E. Nielsen

DOI
https://doi.org/10.2166/hydro.2023.178
Journal volume & issue
Vol. 25, no. 4
pp. 1256 – 1275

Abstract

Read online

Flow-regulated stormwater ponds providing safe outflow discharges prevail as the primary stormwater management tool for stream protections. Detailed pond geometries are essential metrics in pond monitoring technologies, which convert the point-based water level measurements to areal/volumetric ponding water estimations. Unlike labour-intensive surveys (e.g., RTK-GNSS or total stations), UAV-photogrammetry and airborne-LiDAR have been advocated as cost-effective alternatives to acquire high-quality datasets. In this paper, we compare the use of these two approaches for stormwater pond surveys. With reference to RTK-GNSS in-situ observations, we identify their geometric and hydraulic discrepancies based on six stormwater ponds from three aspects: (i) DEMs, (ii) stage-curves and (iii) outflow discharges. Three main findings are outlined: (i) for wet ponds where moisture environments are dominant, UAV-photogrammetry outperforms (infrared) airborne-LiDAR, where airborne-LiDAR yields 0.15–0.54 NSEoutflow, which is unacceptable; (ii) for dry ponds, UAV-photogrammetry obtains 0.88–0.89 NSEoutflow as poor vegetation penetrations; two correction methods (i.e., grass removal and shifted stage-curves) are proposed, indicating good alignment to RTK-GNSS observations and (iii) UAV-photogrammetry delivers <0.1 m resolution in outlining break-line features for stormwater pond structures. With significant economic advantages, the multi-UAV collaborative photogrammetry would address the shortcomings of a single UAV and thus pave the way for large urban catchment/watershed survey applications. HIGHLIGHTS UAV-photogrammetry outperforms airborne-LiDAR in wet ponds.; UAV-photogrammetry yields underwater elevations and is insensitive to groundwater variations.; UAV-photogrammetry does not perform so well as airborne-LiDAR in dry ponds.; The proposed two correction methods resolve vegetation errors well in UAV-photogrammetry.; The multi-UAVs collaborative photogrammetry has the potential to address identified shortcomings.;

Keywords