Question
In: Civil Engineering
Use the annual flood data (annual maximum series) in the table below to perform a flood...
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) |
| 1935 | 1955 |
| 1936 | 4050 |
| 1937 | 3570 |
| 1938 | 2060 |
| 1939 | 1300 |
| 1940 | 1390 |
| 1941 | 1720 |
| 1942 | 6280 |
| 1943 | 1360 |
| 1944 | 7440 |
| 1945 | 5320 |
| 1946 | 1400 |
| 1947 | 3240 |
| 1948 | 2710 |
| 1949 | 4520 |
| 1950 | 4840 |
| 1951 | 8320 |
| 1952 | 13900 |
| 1953 | 71500 |
| 1954 | 6250 |
| 1955 | 2260 |
| 1956 | 318 |
| 1957 | 1330 |
| 1958 | 970 |
| 1959 | 1920 |
| 1960 | 15100 |
| 1961 | 2870 |
| 1962 | 20600 |
| 1963 | 3810 |
| 1964 | 726 |
| 1965 | 7500 |
| 1966 | 7170 |
| 1967 | 2000 |
| 1968 | 829 |
| 1969 | 17300 |
| 1970 | 4740 |
| 1971 | 13400 |
| 1972 | 2940 |
| 1973 | 5660 |
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
Ally Wells answered 1 year agoRelated Solutions
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...
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