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Enhancing Synthetic Rating Curve Development Through Empirical Roughness Built for Hydrofabric Datasets
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  • J. Michael Johnson,
  • Damilola Eyelade,
  • Justin Singh-Mohudpur,
  • Arash Modaresi Rad,
  • James Coll,
  • Ryan Spies,
  • Lilit Yeghiazarian
J. Michael Johnson
Lynker

Corresponding Author:[email protected]

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Damilola Eyelade
Lynker
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Justin Singh-Mohudpur
Lynker
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Arash Modaresi Rad
Lynker
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James Coll
Lynker
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Ryan Spies
Lynker
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Lilit Yeghiazarian
University of Cincinnati
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Abstract

Rating curves are commonly developed through direct observation, open channel flow models, or mechanical methods, each relying on in-situ measurement. As part of a U.S. effort to provide high resolution, continental scale, flood mapping, synthetic rating curves (SRCs) were developed across the National Hydrography Dataset (NHDPlusV2) to translate flows, like those generated by the NOAA National Water Model, into river depths. This approach uses Digital Elevation Models (DEM) to define the necessary cross-sectional properties for Manning’s equation. A significant limitation, alongside an opportunity for broad improvement, has been assigning suitable roughness without local information. We applied the DEM based methodology to generate SRCs at 7,270 locations with known USGS rating curves, and calibrated roughness to minimize the error between predicted and observed flow. Subsequently, we tested several approaches based on land cover, stream order, and the hydrographic network to estimate the optimized values in a manner that can be extended to ungauged catchments. Among these, a predictive Machine Learning (ML) model based on the NHDPlusV2 network attributes demonstrated superior ability to estimate the optimized roughness with a Spearman correlation of 0.89. Sensitivity analysis showed improving accuracy of DEM and roughness is crucial for accurate estimation of the lower and mid/upper parts of SRC, respectively. Finally, we applied the predictive model over the NHDPlusV2, generating reach-level roughness estimates that can directly support national flood mapping efforts. The method is generalizable to any hydrofabric network that contains topology, however the generated values are dependent on the DEM and hydrofabric used.
07 Mar 2024Submitted to ESS Open Archive
15 Mar 2024Published in ESS Open Archive