The Vigil Network
Last Day Gully: Table 9 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 18+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) |
153.62 |
153.62 |
153.62 |
153.62 |
| 0.0 |
152.98 |
152.94 |
152.91 |
152.90 |
| 5.0 |
151.30 |
151.34 |
151.33 |
151.34 |
| 10.0 |
150.96 |
150.97 |
150.92 |
150.89 |
| 13.0 |
- |
- |
150.56 |
- |
| 13.5 |
150.63 |
- |
- |
150.49 |
| 15.0 |
149.79 |
149.66 |
149.70 |
149.72 |
| 15.3 |
- |
149.23 |
- |
- |
| 15.4 |
149.25 |
149.14 |
148.84 |
149.03 |
| 15.7 |
- |
148.89 |
- |
- |
| 16.4 |
- |
148.84 |
- |
- |
| 16.5 |
149.18 |
- |
148.72 |
148.72 |
| 16.6 |
- |
150.03 |
149.96 |
149.99 |
| 16.7 |
149.88 |
- |
- |
- |
| 20.0 |
150.33 |
150.23 |
150.32 |
150.29 |
| 25.0 |
150.47 |
150.53 |
150.52 |
150.52 |
| 30.0 |
150.48 |
150.57 |
150.50 |
150.51 |
| 35.0 |
150.33 |
150.35 |
150.36 |
150.34 |
| 40.0 |
151.00 |
150.99 |
151.01 |
150.97 |
| 45.0 |
152.33 |
152.23 |
152.24 |
152.25 |
| 50.2 |
153.08 |
153.11 |
153.04 |
153.08 |
| 50.2 (RB BM) |
153.61 |
153.61 |
153.59 |
153.61 |
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