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Jul Aug Sep Oct Nov Dec 12.6 7 1.02 10.2 1193 2.04 1.46 1.33 3.12 7.62 16.7 12.7 2.97 4.19 4.45 3.03 10.7 3.82 4.96 1.56 TABLE 2-7 Average monthly discharge of Troublesome Creek at Nosleep, m/s Year Jan Feb Mar Apr May Jun 1987 2.92 5.10 1.95 4.42 3.31 2.24 1988 24.3 16.7 115 17.2 7.28 1989 15.3 13.3 14.2 36.3 13.5 3.62 1990 11.5 4.81 8.61 27.0 2.07 1991 11.1 7.90 41.1 6.77 8.27 4.76 1992 2.92 5.10 28.7 12.2 7.22 1.98 1993 7.14 9.63 21.1 10.2 5.13 1994 7.36 47.4 29.4 14.0 14.2 1995 2.89 9.57 17.7 16.4 6.83 3.74 1996 1.78 1.95 7.25 24.7 6.26 13.8 12.9 11.3 3.74 1.98 1998 4.56 8.47 59.8 9.80 6.06 5.32 1999 29.6 38.8 13.5 37.2 22.8 2000 2.51 13.1 27.9 22.9 16.1 9.77 2001 1.61 4.08 14.0 12.8 33.2 22.8 2002 8.21 45.1 6.43 6.15 10.5 2003 8.92 5.24 19.1 69.1 26.8 31.9 2004 6.20 56.6 19.5 20.8 7.73 2005 15.7 38.4 14.2 19.4 6.26 3.43 2006 21.7 19.9 40.0 40.8 11.7 13.2 31.4 37.5 29,6 30.8 11.9 5.98 2008 29 2 20.5 34.9 35.3 13.5 547 8.92 1997 6.91 1.05 7.53 1.93 1.15 2.78 0.91 3.03 2.29 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 10.9 1.70 1.13 1.98 1.16 1.98 3.94 1.42 4.25 1.64 3.82 2.95 2.79 331 2.15 3.14 1.08 10.9 3.29 2.TO 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 1.98 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 1.13 1.95 0.85 2.17 2.92 1.56 5.98 1.64 8.86 1.49 179 9.46 2.38 3.20 13.8 2.35 2.12 12.7 5.52 11.5 3,09 2.27 6.09 3.65 12.6 4.22 10.9 26,5 11.5 7.62 21.8 19.1 2007 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