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Table 17.1. XP-SWMM model results for existing conditions <br />subwatershed <br />100-year 24-hour rainfall <br />(5.9 inches precipitation) <br />100-year 10-day snowmelt <br />(7.2 inches runoff) <br />peak flow volume <br />discharge (cfs) discharge (ac-ft) <br />peak flow <br />discharge (cfs) <br />volume <br />discharge (ac- <br />ft) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />0.1 <br />0.0 <br />24.9 <br />17.7 <br />18.3 <br />0.4 <br />22.2 <br />10.8 <br />0.0 <br />0.0 <br />0.0 <br />4.4 <br />0.0 <br />2.0 <br />0.0 <br />0.0 <br />10.3 <br />0.1 <br />0.1 <br />0.0 <br />0.4 <br />2.3 <br />2.0 <br />9.4 <br />8.8 <br />12.4 <br />12.4 <br />0.0 <br />12.4 <br />12.4 <br />3.4 <br />0.9 <br />0.0 <br />14.5 <br />64.0 <br />67.3 <br />- 2.6 <br />64.7 <br />30.1 <br />0.0 <br />0.0 <br />0.0 <br />0.9 <br />0.0 <br />10.7 <br />0.0 <br />0.0 <br />6.0 <br />0.1 <br />0.1 <br />0.0 <br />- 0.5 <br />- 6.3 <br />1.9 <br />35.6 <br />1.2 <br />57.9 <br />58.7 <br />0.0 <br />53.8 <br />54.9 <br />0.5 <br />1.6 <br />0.0 <br />38.7 <br />21.2 <br />22.2 <br />2.9 <br />42.1 <br />31.9 <br />0.0 <br />1.4 <br />1.0 <br />3.0 <br />1.3 <br />9.0 <br />0.0 <br />0.0 <br />15.4 <br />0.7 <br />1.3 <br />15.1 <br />0.9 <br />10.0 <br />7.3 <br />16.0 <br />5.1 <br />87.0 <br />84.1 <br />1.6 <br />39.2 <br />28.3 <br />10.4 <br />22.8 <br />0.0 <br />55.7 <br />247.6 <br />259.4 <br />1.3 <br />279.0 <br />159.3 <br />0.0 <br />6.1 <br />8.2 <br />12.4 <br />11.9 <br />28.1 <br />0.0 <br />0.0 <br />27.5 <br />0.7 <br />1.4 <br />32.3 <br />1.3 <br />18.0 <br />9.3 <br />144.8 <br />6.3 <br />404.4 <br />408.5 <br />-2.7 <br />402.9 <br />334.7 <br />70.8 <br />Note: Negative volume discharge results from backwater into subwatershed from <br />downstream subwatershed. <br />*Discharge from AUAR <br />area at Hwy 10 culvert <br />17-5 <br />