[/biology/includes/page_links_cwi.htm]
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| Clean Water Institute |
| Table 2.Summary of Bank Erosion Potential based on Bank Heights along Lycoming Creek* |
| Summer 2002** |
| Total Banks |
| Erosion Potential |
Number |
Percent |
| Low |
36 |
33.33% |
| Moderate |
44 |
40.74% |
| High |
28 |
25.93% |
| Total |
108 |
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| Right Banks |
| Erosion Potential |
Number |
Percent |
| Low |
26 |
44.83% |
| Moderate |
23 |
39.66% |
| High |
9 |
15.52% |
| Total |
58 |
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| Left Banks |
| Erosion Potential |
Number |
Percent |
| Low |
10 |
20.00% |
| Moderate |
21 |
42.00% |
| High |
19 |
38.00% |
| 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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