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60 Stream-Profile Analyses Using a Step-Backwater Model for Selected Reaches in the Chippewa Creek Basin in Ohio Table 3–1. Water-surface elevation along Chippewa Creek after decreasing the Manning’s roughness coefficient (n) for the main channel by 5, 10, 15, and 20 percent.—Continued River station 1 10396 10696 11076 11402 11752 12175 12590 13040 13447 13837 14304 14726 15157 15635 16068 16504 16775 16962 17055 17096 17204 17595 18013 18425 18814 19226 19643 20055 20477 20866 21265 21658 22031 22455 22909 22936 22976 23070 23302 23725 Water-surface elevation (in feet) associated with the indicated decrease in the Manning’s roughness coefficient (n) over the entire length of the main channel 0 percent 5 percent 10 percent 15 percent 20 percent 944.29 943.97 943.72 943.39 942.99 944.32 944 943.76 943.43 943.03 944.38 944.07 943.83 943.5 943.11 944.43 944.12 943.88 943.56 943.18 944.46 944.16 943.93 943.61 943.23 944.51 944.21 943.97 943.66 943.29 944.55 944.26 944.02 943.71 943.35 944.64 944.35 944.11 943.8 943.43 944.75 944.46 944.23 943.91 943.54 944.8 944.52 944.28 943.96 943.59 944.96 944.69 944.47 944.16 943.8 945.05 944.79 944.56 944.25 943.89 945.13 944.87 944.63 944.33 943.97 945.22 944.95 944.72 944.41 944.04 945.31 945.04 944.8 944.49 944.13 945.38 945.1 944.86 944.55 944.19 945.41 945.14 944.9 944.59 944.22 945.41 945.13 944.88 944.57 944.2 945.44 945.16 944.92 944.61 944.24 945.45 945.17 944.93 944.62 944.25 945.48 945.21 944.96 944.66 944.29 945.57 945.3 945.05 944.75 944.38 945.64 945.37 945.13 944.82 944.45 945.71 945.43 945.19 944.88 944.52 945.76 945.48 945.24 944.93 944.56 945.83 945.55 945.31 945 944.63 945.89 945.6 945.37 945.05 944.69 945.94 945.65 945.42 945.1 944.74 945.99 945.7 945.47 945.15 944.78 946.04 945.75 945.51 945.19 944.82 946.08 945.79 945.56 945.24 944.86 946.13 945.83 945.6 945.27 944.9 946.18 945.89 945.65 945.33 944.95 946.24 945.94 945.71 945.38 945 946.29 945.99 945.76 945.42 945.04 946.29 945.99 945.76 945.42 945.04 946.3 945.99 945.76 945.42 945.04 946.37 946.06 945.82 945.47 945.07 946.38 946.08 945.83 945.49 945.1 946.43 946.13 945.89 945.55 945.16
Appendix 3 61 Table 3–1. Water-surface elevation along Chippewa Creek after decreasing the Manning’s roughness coefficient (n) for the main channel by 5, 10, 15, and 20 percent.—Continued River station 1 24137 24488 24885 25238 25572 25962 26370 26704 27089 27400 27785 28246 28346 28391 28517 28861 29199 29592 29865 30191 30484 30794 31146 31578 32011 32479 32951 33360 33751 34155 34277 34348 34451 34776 35181 35580 36039 36176 36467 36932 37314 Water-surface elevation (in feet) associated with the indicated decrease in the Manning’s roughness coefficient (n) over the entire length of the main channel 0 percent 5 percent 10 percent 15 percent 20 percent 946.5 946.2 945.96 945.62 945.22 946.57 946.27 946.03 945.69 945.29 946.63 946.34 946.11 945.77 945.38 946.65 946.36 946.13 945.8 945.41 946.69 946.4 946.16 945.84 945.45 946.72 946.43 946.2 945.88 945.5 946.81 946.53 946.29 945.98 945.59 946.83 946.54 946.31 945.99 945.61 946.88 946.59 946.36 946.04 945.66 946.91 946.63 946.39 946.08 945.69 946.95 946.67 946.43 946.12 945.73 947.01 946.72 946.47 946.16 945.77 947.02 946.73 946.48 946.17 945.78 947.04 946.74 946.5 946.18 945.79 947.06 946.77 946.52 946.21 945.82 947.16 946.87 946.62 946.32 945.93 947.2 946.91 946.66 946.35 945.97 947.26 946.96 946.71 946.41 946.02 947.3 947.01 946.75 946.45 946.06 947.36 947.06 946.8 946.5 946.11 947.41 947.11 946.85 946.55 946.16 947.46 947.17 946.9 946.61 946.22 947.51 947.21 946.95 946.65 946.26 947.58 947.28 947.01 946.71 946.32 947.65 947.34 947.07 946.78 946.38 947.72 947.41 947.14 946.84 946.45 947.8 947.49 947.22 946.93 946.53 947.85 947.54 947.27 946.98 946.58 947.91 947.6 947.32 947.03 946.64 947.97 947.66 947.37 947.09 946.69 948 947.68 947.4 947.11 946.71 948.02 947.71 947.43 947.14 946.74 948.04 947.73 947.45 947.16 946.77 948.11 947.79 947.51 947.23 946.83 948.18 947.87 947.58 947.3 946.9 948.24 947.93 947.64 947.36 946.96 948.32 948 947.71 947.43 947.03 948.34 948.02 947.73 947.45 947.05 948.41 948.08 947.79 947.51 947.12 948.49 948.17 947.87 947.6 947.2 948.54 948.22 947.92 947.65 947.25
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In cooperation with the Chippewa Su
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Stream-Profile Analyses Using a Ste
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Contents Abstract .................
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Conversion Factors and Abbreviation
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2 Stream-Profile Analyses Using a S
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Page 18 and 19: 10 Stream-Profile Analyses Using a
Page 41 and 42: Appendix 2. Selected Hydrologic Eng
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Page 57 and 58: Table 2-3. Selected Hydrologic Engi
Page 63: Appendix 2 55 Table 2-4. Selected H
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