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TABLE 2-7 Average monthly discharge of Troublesome Creek at Nosleep, m/s Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 3.31 1.02 10.2 1.93 12.04 1.46 1.33 3.12 1.56 1.13 7.62 16.7 12.7 2.97 4.45 3.03 3.82 2.35 2.12 1987 1988 1989 1900 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 1.95 2.92 24.3 15.3 11.5 11.1 2.92 7.14 7.36 2.89 1.78 13.8 4.56 13.8 2.51 1.61 21.8 8.92 6.20 15.7 217 314 29.2 5.10 16.7 13.3 4.81 7.90 5.10 10.7 47.4 9.57 1.95 6.91 8.47 29.6 13.1 4.08 8.21 5.24 19.1 38.4 19.9 37.5 20.5 1.95 11.5 14.2 8.61 41.1 28.7 9.63 29.4 17.7 7.25 12.9 59.8 38.8 27.9 14.0 45.1 19.1 56.6 14.2 40.0 29.6 34.9 4.42 17.2 36.3 27.0 6.77 12.2 21.1 14.0 16.4 24.7 11.3 9.80 13.5 22.9 12.8 6.43 69.1 19.5 19.4 40.8 30.8 35.3 12.6 13.5 4.19 8.27 7.22 10.2 14.2 6.83 6.26 3.74 6.06 37.2 16.1 33.2 6.15 26.8 20.8 6.26 11.7 11.9 13.5 2.24 7.28 3.62 2.07 4.76 1.98 5.13 4.96 3.74 8.92 1.98 5.32 22.8 9.77 22.8 10.5 31.9 7.73 3.43 13.2 5.98 5.47 1.05 7.53 1.93 1.15 2.78 0.91 3.03 2129 1.60 3.57 1.33 2.14 6.94 2.44 5.49 3.91 7.05 5.75 3.99 4.28 2.71 3.29 0.74 3.03 1.83 2.04 1.70 0.67 1019 1.70 1.13 1.98 116 1.98 3.94 1.42 4.25 1.64 3.82 2.95 2.79 3.31 2.15 3.14 0.85 2.17 2192 1.56 5.98 164 8.86 1.49 1.79 9.46 2.38 3.20 1.08 10.9 3.29 2.10 1.44 2.38 2.61 1.56 1.42 3.09 2.63 3.40 2.89 1.83 19.6 1.90 5.89 1.69 2.35 7.28 6.03 2.11 3.09 17.6 5.98 3.12 4.02 2.69 3.00 2.04 1198 3.94 6.49 8.44 6.74 2.58 8.50 3.14 5.55 4.45 2.86 14.9 14.2 5.98 5.52 11.5 3.09 2.27 6.09 3.65 12.6 4.22 10.9 26,5 11,5 7.62 2008 Waste Water Engineering Perform a complete series analysis on the Troublesome Creek data in Table 2-7. Determine the mean monthly discharge. If the average demand for Nosleep's municipal supply is 0.25 m 3/s, and the regulatory agency will permit a withdrawal of 5% of the flow, will the Troublesome Creek provide a safe yield? IS