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Site 17 Missouri River Bathymetry and Velocimetry Data at Structure G0069 on Missouri State Highway 240 at Glasgow, Missouri, July 2011 through May 2017

Dates

Publication Date
Start Date
2011-07-22
End Date
2017-05-24

Citation

Huizinga, R.J., 2020, Bathymetry and velocity data from surveys at highway bridges crossing the Missouri River between Kansas City and St. Louis, Missouri, January 2010 through May 2017: U.S. Geological Survey data release, https://doi.org/10.5066/P94M4US7.

Summary

These data are high-resolution bathymetry (riverbed elevation) and depth-averaged velocities in ASCII format, generated from hydrographic and velocimetric surveys of the Missouri River near Structure G0069 on Missouri State Highway 240 at Glasgow, Missouri, in 2011, 2013, and 2017. Hydrographic data were collected using a high-resolution multibeam echosounder mapping system (MBMS), which consists of a multibeam echosounder (MBES) and an inertial navigation system (INS) mounted on a marine survey vessel. Data were collected as the vessel traversed the river along planned survey lines distributed throughout the reach. Data collection software integrated and stored the depth data from the MBES and the horizontal and vertical position [...]

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Attached Files

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site-17_MissouriRiver_MO-240_data.xml
Original FGDC Metadata

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12.79 KB application/fgdc+xml
site-17_MissouriRiver_MO-240_bathymetry_2011-07.zip 14.35 MB application/zip
site-17_MissouriRiver_MO-240_bathymetry_2013-04.zip 3.31 MB application/zip
site-17_MissouriRiver_MO-240_bathymetry_2017-05.zip 3.37 MB application/zip
site-17_MissouriRiver_MO-240_DA-velocity_2017-05.zip 191.18 KB application/zip
site-17_MissouriRiver_MO-240_bathymetry_2017-05.jpg thumbnail 152.75 KB image/jpeg

Purpose

Hydrographic and velocity data were collected along planned survey lines within the study area to capture the hydraulic and geomorphological characteristics of the river. These data are intended for science researchers, policy makers, and hydraulic engineers interested in assessing the condition of the channel bed and the scour countermeasures in place around the bridge foundations.

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