[/biology/includes/page_links_cwi.htm]
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| Clean Water Institute |
| Table 2.Summary of Bank Erosion Potential based on Length of Site as compared to Bank Height along Lycoming Creek* |
| Summer 2002** |
| Total Banks |
| Length in feet |
0-50 |
51-100 |
101-250 |
251-500 |
501-1000 |
| Low Bank Height |
5 |
11 |
12 |
6 |
2 |
| Moderate Bank Height |
3 |
8 |
16 |
17 |
0 |
| High Bank Height |
3 |
8 |
6 |
11 |
0 |
| Total |
11 |
27 |
34 |
34 |
2 |
| Percent out of 108 |
10.12% |
25.00% |
31.48% |
31.48% |
1.85% |
| Right Banks |
| Length in feet |
0-50 |
51-100 |
101-250 |
251-500 |
501-1000 |
| Low Bank Height |
2 |
8 |
12 |
3 |
1 |
| Moderate Bank Height |
0 |
3 |
11 |
9 |
0 |
| High Bank Height |
1 |
3 |
4 |
1 |
0 |
| Total |
3 |
14 |
27 |
13 |
1 |
| Percent out of 58 |
5.17% |
24.14% |
46.55% |
22.41% |
1.72% |
| Left Banks |
| Length in feet |
0-50 |
51-100 |
101-250 |
251-500 |
501-1000 |
| Low Bank Height |
3 |
3 |
0 |
3 |
1 |
| Moderate Bank Height |
3 |
5 |
5 |
8 |
0 |
| High Bank Height |
2 |
5 |
2 |
10 |
0 |
| Total |
8 |
13 |
7 |
21 |
1 |
| Percent out of 50 |
16.00% |
26.00% |
14.00% |
42.00% |
2.00% |
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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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