[/biology/includes/page_links_cwi.htm]
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| Clean Water Institute |
| Table 2.Summary of Bank Erosion Potential based on Particle Size along Lycoming Creek* |
| Summer 2002** |
| Total Banks |
| Erosion Potential |
Number |
Percent |
| Low |
7 |
6.48% |
| Moderate |
72 |
66.67% |
| High |
29 |
26.85% |
| Total |
108 |
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| Right Banks |
| Erosion Potential |
Number |
Percent |
| Low |
3 |
5.17% |
| Moderate |
35 |
60.34% |
| High |
20 |
34.48% |
| Total |
58 |
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| Left Banks |
| Erosion Potential |
Number |
Percent |
| Low |
4 |
8.00% |
| Moderate |
37 |
74.00% |
| High |
9 |
18.00% |
| 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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