Dr. Victor Miguel Ponce

4843. CASCADE Sample Data Set

    Input:

  • Catchment area: 1000 km2
  • Time interval: 6 hr
  • Number of effective rainfall increments m = : 4
  • Rainfall increments Pi: 1.2 6.0 4.8 2.4
  • Reservoir constant: 12 hr
  • Number of reservoirs n = : 3
  • Comments: Example 10-3, page 315, Ponce, V.M., 1989: Engineering Hydrology, Principles and Practices, Prentice Hall.

    Results:

  • Time (hr) and flood discharge (m3/s)

    0.00 0.000
    6.00 8.889
    12.00 78.222
    18.00 264.533
    24.00 526.933
    30.00 750.791
    36.00 857.253
    42.00 846.019
    48.00 759.171
    54.00 637.975
    60.00 511.189
    66.00 395.109
    72.00 296.915
    78.00 218.145
    84.00 157.337
    90.00 111.744
    96.00 78.334
    102.00 54.303
    108.00 37.281
    114.00 25.379
    120.00 17.148
    126.00 11.510
    132.00 7.680
    138.00 5.097
    144.00 3.366
    150.00 2.214
    156.00 1.450
    162.00 0.946
    168.00 0.615
    174.00 0.399
    180.00 0.258
    186.00 0.166
    192.00 0.107
    198.00 0.069
    204.00 0.044
    210.00 0.028
    216.00 0.018
    222.00 0.011
    228.00 0.007
    234.00 0.005
    240.00 0.003
    246.00 0.002
    252.00 0.001
    258.00 0.001

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