Site | Model Equations | Dry Flowrate pcu/h |
Rainfall Flowrate pcu/h |
Follow-up Time tf (s)±10% | Gap Time tc (s) ±10% | ||||
---|---|---|---|---|---|---|---|---|---|
Qe | Qc | Qe | Qc | Dry tf (s) |
Rainfall tf (s) |
Dry tc (s) |
Rainfall tc (s) |
||
01 k=0.95 |
QE = 2280-1.17Qc-146RL | 1083 | 926 | 1013 | 867 | 3,32 | 3,55 | 3.44 | 3.55 |
QE = 2211-1.09Qc-302RM | 1050 | 964 | 906 | 817 | 3,43 | 3,97 | 3.28 | 3.81 | |
QE = 2159-1.04Qc-345RH | 1026 | 986 | 861 | 829 | 3,51 | 4,18 | 3.20 | 3.74 | |
02 k=0.98 |
QE = 1967-1.23Qc-71RL | 964 | 784 | 929 | 756 | 3,73 | 3,88 | 4.14 | 4.16 |
QE = 1908-1.17Qc-191RM | 935 | 799 | 841 | 719 | 3,85 | 4,28 | 4.06 | 4.41 | |
QE = 1805-1.06Qc-264RH | 885 | 835 | 755 | 721 | 4,07 | 4,77 | 3.86 | 4.39 | |
03 k=0.93 |
QE = 1985-0.99Qc-110RL | 923 | 933 | 872 | 881 | 3,90 | 4,13 | 3.41 | 3.49 |
QE = 2038-1.04Qc-270RM | 948 | 957 | 822 | 831 | 3,80 | 4,38 | 3.31 | 3.73 | |
QE = 1900-0.92Qc-379RH | 884 | 961 | 707 | 761 | 4,07 | 5,09 | 3.30 | 4.13 | |
04 k=0.97 |
QE = 1902-1.19Qc-61RL | 922 | 832 | 892 | 773 | 3,90 | 4,04 | 3.88 | 4.06 |
QE = 1716-0.88Qc-149RM | 832 | 980 | 760 | 894 | 4,33 | 4,74 | 3.22 | 3.43 | |
QE = 1556-0.61Qc-183RH | 755 | 1279 | 665 | 1130 | 4,77 | 5,41 | 2.36 | 2.59 |