The Vigil Network
Last Day Gully: Table 12 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 27+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) |
192.72 |
192.72 |
192.72 |
192.72 |
| 0.0 |
191.97 |
192.01 |
192.04 |
192.03 |
| 5.0 |
190.35 |
190.28 |
190.28 |
190.21 |
| 8.0 |
- |
189.25 |
- |
- |
| 10.0 |
187.89 |
188.10 |
187.90 |
188.10 |
| 13.1 |
186.16 |
- |
- |
- |
| 13.4 |
- |
185.95 |
- |
- |
| 13.5 |
- |
- |
186.03 |
185.93 |
| 13.8 |
- |
185.02 |
- |
- |
| 14.0 |
- |
- |
- |
185.38 |
| 14.2 |
184.89 |
- |
- |
- |
| 14.5 |
- |
- |
185.12 |
- |
| 15.0 |
- |
185.06 |
- |
- |
| 15.5 |
184.95 |
- |
- |
- |
| 16.0 |
- |
185.27 |
185.10 |
185.16 |
| 16.5 |
186.14 |
186.32 |
- |
- |
| 17.0 |
- |
- |
185.50 |
185.52 |
| 17.1 |
- |
- |
186.15 |
186.28 |
| 20.0 |
187.45 |
187.46 |
187.45 |
187.46 |
| 25.0 |
188.98 |
189.03 |
188.85 |
188.89 |
| 30.0 |
190.53 |
190.53 |
190.51 |
190.44 |
| 35.0 |
191.83 |
191.85 |
191.74 |
191.77 |
| 40.0 |
192.39 |
192.43 |
192.41 |
192.41 |
| 45.0 |
192.71 |
192.73 |
192.70 |
192.71 |
| 50.0 |
192.89 |
192.96 |
192.95 |
192.94 |
| 50 (RB BM) |
193.32 |
193.34 |
193.32 |
193.33 |
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