Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis

Knowing the location of large-scale turbulent eddies during catastrophic flooding events improves predictions of erosive scour. The erosion damage to the Oroville Dam flood control spillway in early 2017 is an example of the erosive power of turbulent flow. During this event, a defect in the simp...

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Main Authors: P. J. Goodling, V. Lekic, K. Prestegaard
Format: Article
Language:English
Published: Copernicus Publications 2018-05-01
Series:Earth Surface Dynamics
Online Access:https://www.earth-surf-dynam.net/6/351/2018/esurf-6-351-2018.pdf
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author P. J. Goodling
V. Lekic
K. Prestegaard
author_facet P. J. Goodling
V. Lekic
K. Prestegaard
author_sort P. J. Goodling
collection DOAJ
description Knowing the location of large-scale turbulent eddies during catastrophic flooding events improves predictions of erosive scour. The erosion damage to the Oroville Dam flood control spillway in early 2017 is an example of the erosive power of turbulent flow. During this event, a defect in the simple concrete channel quickly eroded into a 47 m deep chasm. Erosion by turbulent flow is difficult to evaluate in real time, but near-channel seismic monitoring provides a tool to evaluate flow dynamics from a safe distance. Previous studies have had limited ability to identify source location or the type of surface wave (i.e., Love or Rayleigh wave) excited by different river processes. Here we use a single three-component seismometer method (frequency-dependent polarization analysis) to characterize the dominant seismic source location and seismic surface waves produced by the Oroville Dam flood control spillway, using the abrupt change in spillway geometry as a natural experiment. We find that the scaling exponent between seismic power and release discharge is greater following damage to the spillway, suggesting additional sources of turbulent energy dissipation excite more seismic energy. The mean azimuth in the 5–10 Hz frequency band was used to resolve the location of spillway damage. Observed polarization attributes deviate from those expected for a Rayleigh wave, though numerical modeling indicates these deviations may be explained by propagation up the uneven hillside topography. Our results suggest frequency-dependent polarization analysis is a promising approach for locating areas of increased flow turbulence. This method could be applied to other erosion problems near engineered structures as well as to understanding energy dissipation, erosion, and channel morphology development in natural rivers, particularly at high discharges.
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spelling doaj.art-7768b2c81557486f8953e7bd07fc9de22022-12-21T19:48:18ZengCopernicus PublicationsEarth Surface Dynamics2196-63112196-632X2018-05-01635136710.5194/esurf-6-351-2018Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisisP. J. Goodling0V. Lekic1K. Prestegaard2Department of Geology, University of Maryland, College Park, MD 20742, USADepartment of Geology, University of Maryland, College Park, MD 20742, USADepartment of Geology, University of Maryland, College Park, MD 20742, USAKnowing the location of large-scale turbulent eddies during catastrophic flooding events improves predictions of erosive scour. The erosion damage to the Oroville Dam flood control spillway in early 2017 is an example of the erosive power of turbulent flow. During this event, a defect in the simple concrete channel quickly eroded into a 47 m deep chasm. Erosion by turbulent flow is difficult to evaluate in real time, but near-channel seismic monitoring provides a tool to evaluate flow dynamics from a safe distance. Previous studies have had limited ability to identify source location or the type of surface wave (i.e., Love or Rayleigh wave) excited by different river processes. Here we use a single three-component seismometer method (frequency-dependent polarization analysis) to characterize the dominant seismic source location and seismic surface waves produced by the Oroville Dam flood control spillway, using the abrupt change in spillway geometry as a natural experiment. We find that the scaling exponent between seismic power and release discharge is greater following damage to the spillway, suggesting additional sources of turbulent energy dissipation excite more seismic energy. The mean azimuth in the 5–10 Hz frequency band was used to resolve the location of spillway damage. Observed polarization attributes deviate from those expected for a Rayleigh wave, though numerical modeling indicates these deviations may be explained by propagation up the uneven hillside topography. Our results suggest frequency-dependent polarization analysis is a promising approach for locating areas of increased flow turbulence. This method could be applied to other erosion problems near engineered structures as well as to understanding energy dissipation, erosion, and channel morphology development in natural rivers, particularly at high discharges.https://www.earth-surf-dynam.net/6/351/2018/esurf-6-351-2018.pdf
spellingShingle P. J. Goodling
V. Lekic
K. Prestegaard
Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
Earth Surface Dynamics
title Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
title_full Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
title_fullStr Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
title_full_unstemmed Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
title_short Seismic signature of turbulence during the 2017 Oroville Dam spillway erosion crisis
title_sort seismic signature of turbulence during the 2017 oroville dam spillway erosion crisis
url https://www.earth-surf-dynam.net/6/351/2018/esurf-6-351-2018.pdf
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