The Vigil Network
Forsaken Gully: Table 9 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, Station 800 Feet
Data Files:
- Report
- Part of Moneta, WY, 1:24,000 USGS Topographic Map (100 KB)
- Part of Arminto, WY, 1:250,000 USGS Topographic Map (75 KB)
- Planetable Map of Site (28 KB)
- Explanation of Column Headings in Tables
- Table 1 - Cross-Section Information
- Table 2 - Cross-Sectional Survey of Ground-Surface Elevation, Station 0 Feet
- Table 3 - Cross-Sectional Survey of Ground-Surface Elevation, Station 100 Feet
- Table 4 - Cross-Sectional Survey of Ground-Surface Elevation, Station 200 Feet
- Table 5 - Cross-Sectional Survey of Ground-Surface Elevation, Station 300 Feet
- Table 6 - Cross-Sectional Survey of Ground-Surface Elevation, Station 400 Feet
- Table 7 - Cross-Sectional Survey of Ground-Surface Elevation, Station 500 Feet
- Table 8 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, Station 600 Feet
- Table 9 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, Station 800 Feet
- Table 10 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, Station 1000 Feet
- Table 11 - Long Profile of Channel Bed Elevation, Survey of August 9-10, 1962
- Table 12 - Mass Movement Data
- Forsaken Gully Site Index Card
- Vigil Network Home Page
[See explanation of column headings]
| Distance(1) from LB BM (feet) |
Elevation (feet) |
Erosion(2) (feet), August 1962 to |
| August 1962 |
June 1963 |
July 1965 |
June 1966 |
September 1967 |
July 1968 |
| 0 - LB 800 |
189.56 |
- |
- |
- |
- |
- |
| 0 |
188.32 |
0.21 |
0.160 |
0.051 |
0.201 |
0.118 |
| 2.5 |
187.47 |
0.12 |
0.170 |
0.087 |
0.187 |
0.274 |
| 7.5 |
185.71 |
0.03 |
0.143 |
0.060 |
0.118 |
0.181 |
| 15 |
182.96 |
0.01 |
0.080 |
0.080 |
0.122 |
0.139 |
| 20 |
180.58 |
0.01 |
0.035 |
0.018 |
0.085 |
0.102 |
| 25 |
178.57 |
0.12 |
0.060 |
0.060 |
0.120 |
0.128 |
| 31 |
176.50 |
0.04 |
-0.020 |
0.000 |
0.000 |
0.013 |
| 35 |
175.94 |
0.01 |
0.025 |
0.025 |
0.092 |
0.109 |
| 40 |
174.45 |
0.01 |
0.050 |
0.150 |
0.244 |
0.277 |
| 41 |
174.10 |
- |
- |
- |
- |
- |
| 41.5 |
173.60 |
- |
- |
- |
- |
- |
| 42.5 |
173.55 |
-0.02 |
-0.010 |
-0.010 |
0.032 |
-0.043 |
| 43.5 |
173.54 |
- |
- |
- |
- |
- |
| 44.2 |
174.11 |
- |
- |
- |
- |
- |
| 45 |
174.37 |
0.05 |
0.115 |
0.182 |
0.282 |
0.382 |
| 50 |
175.86 |
0.08 |
missing |
-0.058 |
-0.061 |
-0.049 |
| 55 |
178.62 |
0.01 |
0.040 |
0.040 |
0.065 |
0.090 |
| 60 |
180.04 |
0.02 |
0.050 |
0.050 |
0.083 |
0.100 |
| 65 |
182.07 |
0.00 |
0.010 |
0.010 |
0.010 |
0.018 |
| 70 |
184.10 |
0.00 |
0.025 |
0.025 |
0.050 |
0.096 |
| 75 |
186.09 |
0.00 |
0.025 |
0.025 |
0.033 |
0.050 |
| 80 |
187.57 |
missing |
-0.150 |
-0.150 |
-0.075 |
0.025 |
| 85 |
189.14 |
0.00 |
0.030 |
0.030 |
0.047 |
0.080 |
| 90 |
190.24 |
0.05 |
0.010 |
-0.032 |
-0.015 |
0.010 |
| 95 |
191.05 |
0.02 |
0.020 |
0.043 |
0.028 |
0.023 |
| 95 - RB 800 |
192.29 |
- |
- |
- |
- |
- |
(1) Distances are measured along ground surface; horizontal distance from LB BM
to RB BM is 88.5 feet.
(2) Minus values indicate net deposition.
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