Skip to main content

Site G04 Gasconade River Bathymetry at Structure A2550 on Missouri State Highway 42 near Vienna, Missouri, June 2017

Dates

Time Period
2017-06-06
Publication Date
Revision
2019-05-15

Citation

Huizinga, R.J., 2019, Bathymetric data at highway bridges crossing the lower Gasconade River after the May 2017 flood in central Missouri (ver. 2.0, May 2019): U.S. Geological Survey data release, https://doi.org/10.5066/F7542MHG.

Summary

These data are high-resolution bathymetry (riverbed elevation) in ASCII XYZ format, generated from the June 6, 2017, hydrographic survey of the Gasconade River near structure A2550 on Missouri State Highway 42 near Vienna, Missouri, to help identify possible effects from extreme flooding on May 1-2, 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 [...]

Contacts

Point of Contact :
Richard J Huizinga
Originator :
Richard J Huizinga
Metadata Contact :
Richard J Huizinga
Publisher :
U.S. Geological Survey
Distributor :
U.S. Geological Survey - ScienceBase

Attached Files

Click on title to download individual files attached to this item.

site-G04_GasconadeRiver_MO-42_bathymetry_June2017.xml
Original FGDC Metadata

View
23.93 KB application/fgdc+xml
site-G04_GasconadeRiver_MO-42_bathymetry_June2017.xyz 15.01 MB chemical/x-xyz
site-G04_GasconadeRiver_MO-42_bathymetry_June2017.jpg thumbnail 168.47 KB image/jpeg

Purpose

Hydrographic 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 any scour countermeasures in place around the bridge foundations.

Item Actions

View Item as ...

Save Item as ...

View Item...