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Clean Water Institute
Table 1. Summary of Disturbances along Lycoming Creek*
Summer 2002**
 
Structure Amount Percentage out of 245
Bridges 16 6.53%
Mid-channel Bars 28 11.42%
Deposition Bars 32 13.06%
Pipes 17 6.94%
Rip Rap 18 7.35%
Tributaries 8 3.27%
Concrete Walls 17 6.94%
Dried Creek bed 1 0.41%
Total Erosion sites 108 44.08%
Right banks 58 23.67%
Left banks 50 46.30%
 
* Study area between Roaring Branch and Lower Heshbon Road
**Completed by Lycoming College Clean Water Institute Interns

 

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