Discharge and Suspended Sediment Transport during Deconstruction of a Low-Head Dam |
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Authors: | Tim Granata Fang Cheng Matthew Nechvatal |
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Affiliation: | 1Ecological Engineer, Granata Ecol. Engin., Columbus, OH 43210. E-mail: granata.6@osu.edu 2Engineer, CDM Inc., 8800 Lyra Dr., Columbus, OH 43240. 3Engineer, CH2MHill., 135 S. 84th St., Milwaukee, WI 53214.
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Abstract: | In March of 2003, the 43?m wide, 2.2?m high St. Johns Dam (Sandusky River, Ohio) was breached to lower the water level in the reservoir. In November of the same year, the dam was removed in an effort to restore aquatic habitat and connectivity in the river. During both the breach and the dam removal, high resolution time series of discharge and suspended sediment concentrations were monitored 200?m downstream of the dam. Discharge and suspended sediment during the breach were not discernible from background values. In contrast, the dam removal resulted in a peak suspended sediment concentration of 59?mg/L and a peak discharge of 33.5?m3/s, which returned to background levels of 19?mg/L and 1.5?m3/s, respectively, approximately 8?h after the removal. The floodwave during the removal attenuated by 50% at the City of Fremont, 53?km downstream, illustrating the diffusive nature of the channel and the limited risk of flooding downstream. Levels of suspended sediment and discharge during the removal were comparable to subsequent discharge events. Spatial distributions of turbidity in and upstream of the dam pool and archived turbidity data from the City of Tiffin, 13?km downstream of the dam, suggest that sediments stored in the impoundment did not statistically enhance turbidity up to 2 years after the removal. Generally, the removal had a minor impact on water quality and posed no risk to public safety or to downstream aquatic habitats. |
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Keywords: | Dams Decommissioning Sediment transport Water discharge Ohio |
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