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In: Civil Engineering

Question 3: Use the annual flood data (annual maximum series) in the table below to perform...

Question 3:

Use the annual flood data (annual maximum series) in the table below to perform a flood frequency analysis using the U.S. Water Resources Council Guidelines. The map skew for this location is - 0.2

Year

Discharge (cfs)

Year

Discharge (cfs)

1935

1955

1955

2260

1936

4050

1956

318

1937

3570

1957

1330

1938

2060

1958

970

1939

1300

1959

1920

1940

1390

1960

15100

1941

1720

1961

2870

1942

6280

1962

20600

1943

1360

1963

3810

1944

7440

1964

726

1945

5320

1965

7500

1946

1400

1966

7170

1947

3240

1967

2000

1948

2710

1968

829

1949

4520

1969

17300

1950

4840

1970

4740

1951

8320

1971

13400

1952

13900

1972

2940

1953

71500

1973

5660

1954

6250

Fill out the following table

Exceedance probability

T

K(T, Gs)

log QT

QT

Year

(cfs)

0.99

0.95

0.90

0.8

0.5

0.2

0.1

0.04

0.02

0.01

0.005

Solutions

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