Cypress Creek Data set for 1945 to 1984 for maximum annual flow.
|
Year |
Flow (cfs) |
|
1945 |
9840 |
|
1946 |
5170 |
|
1947 |
235 |
|
1948 |
15600 |
|
1949 |
4740 |
|
1950 |
427 |
|
1951 |
3310 |
|
1952 |
4400 |
|
1953 |
7760 |
|
1954 |
2520 |
|
1955 |
340 |
|
1956 |
5440 |
|
1957 |
3000 |
|
1958 |
3690 |
|
1959 |
10300 |
|
1960 |
6260 |
|
1961 |
1360 |
|
1962 |
1000 |
|
1963 |
2770 |
|
1964 |
1400 |
|
1965 |
3210 |
|
1966 |
1110 |
|
1967 |
5230 |
|
1968 |
4300 |
|
1969 |
2820 |
|
1970 |
1900 |
|
1971 |
3980 |
|
1972 |
6560 |
|
1973 |
4710 |
|
1974 |
3460 |
|
1975 |
3080 |
|
1976 |
2730 |
|
1977 |
3860 |
|
1978 |
4210 |
|
1979 |
3150 |
|
1980 |
5730 |
|
1981 |
3830 |
|
1982 |
5060 |
|
1983 |
4590 |
|
1984 |
1620 |
Cypress Creek Data set for 1945 to 1984 for maximum annual flow. Year Flow (cfs) 1945...
11.14 The peak-flow data on an annual basis from Cedar River near Austin, MN, are listed in the following table. Plot the flood-frequency curve on lognormal probability paper. Determine the (a) magnitude of a flood having a return period of 100 years (probability of 1%), and (b) probability of a flow of 100 cfs. Peak- flow cfs 7750 5440 Peak- flow cfs Peak- flow cfs Peak- flow cfs Year Year Year 1991 979 3880 2003 8690 1992 2004 3580 1993...
Estimate the 100-year flood discharge and gauge height for Spring Creek in Houserville using the data provided. First, calculate the Rank (1 being the flood with the greatest discharge) and Recurrence Time, using the formula RT-(n+1) m is the number of yearly peak flood data- 20 in this case, and m is the rank of the peak discharge), filling in the results for the table below. Rank Recurrence Time Discharge (cfs) 318 687 440 351 476 Year 1985 196 1987...