[/biology/includes/page_links_cwi.htm]
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| Clean Water Institute |
| Table 2.Summary of Bank Erosion Potential based on Root Density along Lycoming Creek* |
| Summer 2002** |
| Total Banks |
| Erosion Potential |
Number |
Percent |
| Low |
11 |
10.19% |
| Moderate |
67 |
62.04% |
| High |
30 |
27.78% |
| Total |
108 |
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| Right Banks |
| Erosion Potential |
Number |
Percent |
| Low |
5 |
8.62% |
| Moderate |
39 |
67.24% |
| High |
14 |
24.14% |
| Total |
58 |
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| Left Banks |
| Erosion Potential |
Number |
Percent |
| Low |
6 |
12.00% |
| Moderate |
28 |
56.00% |
| High |
16 |
32.00% |
| Total |
50 |
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* Study area between Roaring Branch and Lower Heshbon Road
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**Completed by Lycoming College Clean Water Institute Interns
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