The Vigil Network
Last Day Gully: Table 13 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 30+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) |
204.14 |
204.14 |
204.14 |
204.14 |
| 0.0 |
203.38 |
203.48 |
203.46 |
203.43 |
| 5.0 |
204.50 |
202.56 |
202.58 |
202.64 |
| 10.0 |
201.74 |
201.71 |
201.68 |
201.76 |
| 15.0 |
- |
200.82 |
200.82 |
200.81 |
| 15.4 |
- |
200.65 |
- |
- |
| 15.5 |
200.72 |
- |
- |
- |
| 17.5 |
- |
- |
198.40 |
198.60 |
| 17.7 |
- |
198.28 |
- |
- |
| 17.8 |
198.20 |
- |
- |
- |
| 20.0 |
- |
198.51 |
- |
- |
| 21.0 |
198.45 |
- |
198.51 |
- |
| 21.4 |
- |
198.50 |
- |
- |
| 21.5 |
- |
- |
- |
198.48 |
| 23.0 |
200.21 |
- |
- |
200.20 |
| 23.1 |
- |
200.17 |
- |
- |
| 23.5 |
- |
- |
200.29 |
- |
| 25.0 |
200.78 |
200.96 |
- |
- |
| 27.0 |
- |
201.43 |
201.49 |
201.40 |
| 30.0 |
201.83 |
201.83 |
201.86 |
201.90 |
| 35.0 |
202.90 |
202.82 |
202.84 |
202.88 |
| 40.0 |
203.92 |
203.82 |
203.83 |
203.85 |
| 45.0 |
204.79 |
204.77 |
204.75 |
204.76 |
| 50.0 |
205.24 |
205.31 |
205.32 |
205.32 |
| 50 (RB BM) |
206.44 |
206.44 |
206.44 |
206.45 |
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