United States Department of Agriculture
Natural Resources Conservation Service		 National Water Management Center Go to Accessibility Information
Skip to Page Content
 Photo of River Bend





Spavinaw Creek Near Sycamore, Oklahoma

USGS Gage 07191220

Survey Metadata

  • Date of Survey: 18 October 2000
  • Survey Party: Thom Garday (Hydraulic Engineer, NWMC, Little Rock, Arkansas)
    Aaron Pugh (USGS Hydrologist, NWMC, Little Rock, Arkansas)
    John Mueller (Geotechnical Engineer, OK-NRCS, Stillwater, Oklahoma)
    Tony Funderburk (Hydraulic Engineer, OK-NRCS, Stillwater, Oklahoma)
    Stan Rose (Civil Engineer, AR-NRCS, Fort Smith, Arkansas)
    Gary Utley (Hydraulic Engineer, OK-NRCS, Stillwater, Oklahoma)
  • Stage at Gage: 3.57 ft at 2:28 PM
  • Weather Conditions: Sunny, Warm, 70's PM

Survey Data & Plots

  • Data: Table of Survey Data
  •  Plot 1: Plan view plot of survey data in. Plan view plot thumnail
  •  Plot 2: Profile plot of survey data. Profile plot thumnail
  •  Plot 3: Plot of cross-section surveys data. X-sect 1 thumnail

Pebble Count Data

  •  Data: Table of Pebble Count Data
  •  Plot: Plot of pebble counts made at cross-sections 1 & 2. Pebble count thumnail

Basin Characteristics & USGS Flow Data

  • Basin Characteristics: Table of Basin Characteristics
  • USGS Flow Data: Table of USGS Flow Data

Site Summary

  • Discussion of survey findings including: location, bankfull discharge,
  • Woman pebble counts, shear stresses, slope, Manning's roughness and Rosgen's Classification.

< Back to Regional Hydraulic Geometry Curves
< Back to H&H Streambank/Wetland Restoration Technical Page