The Vigil Network
Last Day Gully: Table 16A - Continuation of Cross-Sectional Survey of Erosion, in Feet, Station E-D
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 |
Erosion, Aug. 1962 - |
| Sept 1967 |
June 1968 |
| 0 (BM-E) |
- |
- |
| 0 |
0.027 |
0.068 |
| 5 |
0.010 |
0.018 |
| 10 |
0.195 |
0.237 |
| 12 |
0.193 |
0.276 |
| 14 |
0.208 |
0.283 |
| 16 |
0.746 |
0.771 |
| 18 |
-0.380 |
-0.451 |
| 20 |
0.095 |
-0.030 |
| 22 |
-0.177 |
-0.152 |
| 24 |
0.092 |
0.150 |
| 26 |
0.003 |
0.008 |
| 28 |
0.040 |
0.057 |
| 30 |
0.000 |
0.004 |
| 35 |
-0.005 |
0.003 |
| 40 |
0.005 |
0.009 |
| 45 |
-0.005 |
0.007 |
| 50 |
0.020 |
0.037 |
| 55 |
0.005 |
0.017 |
| 60 |
0.035 |
0.052 |
| 65 |
-0.005 |
0.016 |
| 70 |
-0.013 |
0.008 |
| 75 |
0.015 |
0.044 |
| 80 |
-0.025 |
-0.029 |
| 85 |
0.015 |
0.023 |
| 90 |
-0.025 |
-0.025 |
| 95 |
0.012 |
0.012 |
| 100 |
0.063 |
0.071 |
| 105 |
-0.015 |
-0.007 |
| 110 |
-0.060 |
-0.081 |
| 112 |
0.010 |
0.018 |
| 114 |
0.010 |
0.027 |
| 116 |
0.020 |
0.032 |
| 118 |
0.080 |
0.101 |
| 120 |
0.006 |
0.032 |
| 120 (BM-D) |
- |
- |
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