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Estimate the 100-year flood discharge and gauge height for Spring Creek in Houserville using the data provided. First, calcul

Then, use the gauge height and discharge data to construct another graph that will enable you to extrapolate to the gauge hei

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Answer #1

The recurrence interval is the time after which two event of the same magnitude repeats. The formula is given by (n+1)/m where n is the number of years and m is the rank. The ranks and recurrence intervals for the discharges have been calculated below:

Year Gauge Height Discharge Rank Recurrence interval
1985 4.93 318 18 1.166666667
1986 6.79 687 9 2.333333333
1987 5.54 440 13 1.615384615
1988 4.98 351 17 1.235294118
1989 5.62 476 11 1.909090909
1990 5.05 364 15 1.4
1991 5.62 476 11 1.909090909
1992 4.55 269 19 1.105263158
1993 7.14 835 3 7
1994 7.02 800 5 4.2
1995 5.55 466 12 1.75
1996 10.05 2370 1 21
1997 6.79 748 8 2.625
1998 6.14 599 10 2.1
1999 7.13 832 4 5.25
2000 5.09 363 16 1.3125
2001 5.36 423 14 1.5
2002 6.98 795 6 3.5
2003 6.89 772 7 3
2004 9.76 2110 2 10.5

Now, we use this to plot a graph of discharge vs recurrence interval. Both axes need to be on a logarithmic scale. This graph is shown below:

y = 111.24x + 299.69 100

The equation shown on the graph is the equation of the trendline. To find the discharge of the 100 year flood, we simply need to substitute x=100 in the equation. Thus, the discharge is 11423.69 cfs.

To find the flood height, we need to plot another graph of discharge vs gauge height. This graph is shown below:

y = 0.5618x3751 500 1000 1500 2000 2500

In this case, the trendline is exponential. To find the height of the 100 year flood, we need to substitute x=11423.69 (the 100 year discharge) in the equation on the graph.

Thus, the height is 0.5618x(11423.69)0.3751 = 18.69ft.

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