The Vigil Network
Last Day Gully: Table 11 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 24+00
Data Files:
- Report
- Supplemental Report
- Planimetric Map of Site (35 KB)
- Part of Hudson, WY, 1:24,000 USGS Topographic Map (80 KB)
- Part of Lander, WY, 1:250,000 USGS Topographic Map (88 KB)
- Explanation of Column Headings in Tables
- Table 1 - Cross-Section Information
- Table 2 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station -(0+85)
- Table 2A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station -(0+85)
- Table 3 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 0+00
- Table 3A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 0+00
- Table 4 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 3+00
- Table 4A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 3+00
- Table 5 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 6+00
- Table 5A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 6+00
- Table 6 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 9+00
- Table 6A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 9+00
- Table 7 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 12+00
- Table 7A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 12+00
- Table 8 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 15+00
- Table 8A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 15+00
- Table 9 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 18+00
- Table 9A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 18+00
- Table 10 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 21+00
- Table 10A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 21+00
- Table 11 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 24+00
- Table 11A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 24+00
- Table 12 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 27+00
- Table 12A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 27+00
- Table 13 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 30+00
- Table 13A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 30+00
- Table 14 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 33+00
- Table 14A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 33+00
- Table 15 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, in Feet, Station A-B
- Table 15A - Continuation of Cross-Sectional Survey of Erosion, in Feet, Station A-B
- Table 16 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, in Feet, Station E-D
- Table 16A - Continuation of Cross-Sectional Survey of Erosion, in Feet, Station E-D
- Table 17 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station C-B
- Table 18 - Long Profile of Channel Bed Elevation, in Feet, Survey of August 7, 1962
- Table 19 - Mass Movement Data
- Table 20 - Channel Scour and Fill Indicated by Scour Chains
- Table 21 - Crest Stage Gage Record of High Water marks, Station 1+55
- Table 22 - Sediment Size Distribution
- Table 23 - Vegetation Description, Quadrat at BM-A
- Table 24 - Location of Channel Headcuts
- Last Day Gully Site Index Card
- Vigil Network Home Page
[See explanation of column headings]
| Distance from LB BM |
Elevation |
| Aug 1962 |
June 1963 |
July 1965 |
June 1966 |
| 0 (LB BM) |
178.48 |
178.48 |
178.48 |
178.48 |
| 0.0 |
178.06 |
178.01 |
177.98 |
177.96 |
| 5.0 |
175.83 |
175.80 |
175.82 |
175.75 |
| 7.5 |
- |
- |
174.60 |
- |
| 8.0 |
174.44 |
- |
- |
174.55 |
| 10.0 |
174.38 |
174.35 |
174.20 |
174.26 |
| 10.7 |
- |
174.12 |
- |
- |
| 11.7 |
- |
173.76 |
- |
- |
| 13.0 |
- |
- |
173.48 |
- |
| 14.0 |
173.38 |
- |
- |
- |
| 15.0 |
- |
173.40 |
- |
173.35 |
| 17.0 |
173.13 |
- |
173.15 |
- |
| 18.0 |
- |
173.23 |
173.19 |
- |
| 20.0 |
- |
173.19 |
173.00 |
173.04 |
| 20.2 |
173.03 |
- |
- |
- |
| 23.0 |
- |
- |
174.92 |
- |
| 23.3 |
- |
175.01 |
- |
- |
| 23.6 |
174.96 |
- |
- |
- |
| 24.0 |
- |
- |
- |
174.98 |
| 25.0 |
175.23 |
175.49 |
- |
- |
| 26.5 |
- |
- |
175.67 |
- |
| 30.0 |
176.17 |
176.23 |
176.18 |
176.12 |
| 35.0 |
177.22 |
177.31 |
177.30 |
177.24 |
| 40.0 |
177.75 |
177.76 |
177.73 |
177.82 |
| 45.0 |
178.02 |
178.01 |
178.00 |
178.01 |
| 50.0 |
177.99 |
178.00 |
177.97 |
177.99 |
| 50 (RB BM) |
178.71 |
178.71 |
178.69 |
178.72 |
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