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<br />HYDRAULIC ANALYSIS <br /> <br />MINNESOTA CREEK NEAR PAONIA, COLORADO <br /> <br />Study Reach: <br /> <br />Station 15 + 00 to 30 + 00 <br />above Railroad Bridge <br /> <br />Roughness Coefficients: <br /> <br />left overbank, <br />channel <br />right overbank, <br /> <br />nl = 0.060 <br />nc = 0.040 <br />nr = 0.060 <br /> <br />Assumptions for bridge at stati9n 18 + 00: <br /> <br />type = wooden log and plank construction <br />elevation, top of deck = 5699.0 <br />elevation, low cord = 5696.0 <br /> <br />Discharge for 100-year frequency flood: <br />QlOO = 1,750 cfs <br /> <br />Method of Analysis: HEC-2, Water Surface Profiles <br />Computer Program <br />