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Figure 21. Locations of channel cross sections within the RM 176 study reach. <br />Table 4. Summary of flow conditions for the range of modeled flows. <br />-------------------------------------------------------------------------------------------------• <br />Q (cfs) Q (cros) Q/QC' Q/Qb2 H (m) U (m/s) n <br />1300 36.8 0.13 0.06 0.85 0.89 0.037 <br />4400 124.6 0.45 0.20 1.25 1.61 0.029 <br />6200 175.6 0.63 0.29 1.30 1.54 0.032 <br />7910 224.0 0.81 0.37 1.43 1.69 0.032 <br />9820 278.1 1.00 0.46 1.41 1.80 0.030 <br />12200 345.5 1.24 0.57 1.57 1.99 0.030 <br />12800 362.5 1.30 0.60 1.57 2.10 0.028 <br />13900 393.6 1.42 0.65 1.63 2.14 0.028 <br />1. Ratio of observed discharge to initial motion discharge. <br />2. Ratio of observed discharge to bankfull discharge. <br />Flow levels within the study reach were observed at discharges ranging from baseflow up <br />to about 2/3 of the bankfull discharge. Hydraulic conditions within the reach vary in a somewhat <br />46