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U.S. Fish and Wildlife Service supplied data for hydraulic modeling at selected dam-removal and culvert-retrofit sites in the northeastern United States

Dates

Publication Date
Start Date
2011
End Date
2018

Citation

Simeone, C.E., Olson, S.A, Taylor, N.J., Talbot, T.S., and Kinsey, J.M., 2021, Data and hydraulic models at selected dam-removal and culvert-retrofit sites in the northeastern United States: U.S. Geological Survey data release, https://doi.org/10.5066/P9LWIWVO.

Summary

This dataset contains US Fish and Wildlife Service (USFWS) supplied data, for eight dam-removal sites in the northeastern United States (Olson and Simeone, 2021). The USFWS provided the U.S. Geological Survey with data to support the development of one-dimensional and two-dimensional U.S. Army Corps of Engineer (USACE) Hydrologic Engineering Center’s River Analysis System (HEC-RAS) models for the pre-dam removal conditions. The referenced models were used to evaluate fish passage and flood risk along the simulated reaches in the various states simulated. These data consist of topographic, bathymetric, and hydraulic structure data which are primarily in the form of .dgw computer-aided design files, available hydraulic models in HEC-RAS [...]

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Attached Files

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Readme.txt 352 Bytes text/plain
Wreck Pond Brook Outfall Wreck Pond Brook Spring Lake NJ Supplied Data.zip 7.86 MB application/zip
Hyde Pond Dam Whitford Brook Mystic CT Supplied Data.zip 18.2 MB application/zip
Pond Lily Dam West River New Haven CT Supplied Data.zip 26.02 MB application/zip
Hughesville Dam Musconetcong River Warren Glen NJ Supplied Data.zip 42 MB application/zip
Bradford Dam Pawcatuck River Westerly RI Supplied Data.zip 157.51 MB application/zip
White Rock Dam Pawcatuck River Westerly RI Supplied Data.zip 263.94 MB application/zip
1.17 GB application/zip

Purpose

These data were collected and compiled to develop and support hydraulic models at selected dam-removal and culvert-retrofit sites in the northeastern United States (Olson and Simeone, 2021) to study fish passage and flood risk along the reaches in the various states. One-dimensional and two-dimensional hydraulic models were developed to improve simulations and assess the output results for water surface elevation, flood extent, and flow velocity from two types of models.

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