Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS

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2 Stream-Profile Analyses Using a Step-Backwater Model for Selected Reaches in the Chippewa Creek Basin in Ohio 82°0'0"W 41°15'0"N 41°10'0"N 41°5'0"N 41°0'0"N 40°55'0"N 40°50'0"N 40°45'0"N MEDINA Chippewa Lake The Inlet Westfield Ditch EXPLANATION Chippewa Creek basin Selected lake County boundary Selected stream 81°55'0"W Modified channel section W.B. Creek Buck V-D II-A Chippewa 03116077 Steele V-C U.S. Geological Survey streamflow-gaging station and identifier Discontinued U.S. Geological Survey streamflow-gaging station and identifier E.B. Hubbard Creek Ditch Soil Conservation Service floodwater-retention structure and identifier Base from U.S. Geological Survey digital data, variously scaled State Plane Ohio North Fall 81°50'0"W III-A Creek IV-A 03116100 Little Run VIII-C Tommy Landis Ditc Chippewa VII-C Medina Wayne River Styx Wh itman Ditch WAYNE Summit Creek 81°45'0"W Creek Brook Stark Holmes VIII-D Mill Creek 03116200 Red Creek Silver Run 81°40'0"W SUMMIT Tuscarawas River STARK 0 5 10 MILES 0 5 10 KILOMETERS Figure 1. Map depicting selected features of the Chippewa Creek basin in Medina, Wayne, Stark, and Summit Counties, Ohio.
Figure 2. Chippewa Creek looking upstream from Shorle Road. Figure 3. Chippewa Creek looking upstream from abandoned railroad near mouth. 3
Page 1 and 2: In cooperation with the Chippewa Su
Page 3 and 4: Stream-Profile Analyses Using a Ste
Page 5 and 6: Contents Abstract .................
Page 7: Conversion Factors and Abbreviation
Page 12 and 13: 4 Stream-Profile Analyses Using a S
Page 18 and 19: 10 Stream-Profile Analyses Using a
Page 41 and 42: Appendix 2. Selected Hydrologic Eng
Page 43 and 44: Appendix 2 35 Table 2-1. Selected H
Page 57 and 58: Table 2-3. Selected Hydrologic Engi
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Table 2-3. Selected Hydrologic Engi
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Appendix 2 55 Table 2-4. Selected H
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58 Stream-Profile Analyses Using a
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