Site | Model Equations X = 0.50 |
Dry Traffic Flowrate |
Rainfall Traffic Flowrate |
Follow-up Time tf (s)±10% | Gap Time tc (s) ±10% | ||||
---|---|---|---|---|---|---|---|---|---|
Qe pcu/h |
Qc pcu/h |
Qe pcu/h |
Qc pcu/h |
Dry tf (s) |
Rainfall tf (s) |
Dry tc (s) |
Rainfall tc (s) |
||
01 k=0.95 |
QE = 2280-1.17Qc-146RL | 542 | 463 | 507 | 434 | 6.65 | 7.11 | 7.33 | 7.70 |
QE = 2211-1.09Qc-302RM | 525 | 482 | 453 | 409 | 6.86 | 7.95 | 7.02 | 8.21 | |
QE = 2159-1.04Qc-345RH | 513 | 493 | 431 | 415 | 7.02 | 8.36 | 6.85 | 8.09 | |
02 k=0.98 |
QE = 1967-1.23Qc-71RL | 482 | 392 | 465 | 378 | 7.47 | 7.75 | 8.73 | 8.92 |
QE = 1908-1.17Qc-191RM | 468 | 400 | 421 | 360 | 7.70 | 8.56 | 8.56 | 9.41 | |
QE = 1805-1.06Qc-264RH | 443 | 418 | 378 | 361 | 8.14 | 9.54 | 8.17 | 9.39 | |
03 k=0.93 |
QE = 1985-0.99Qc-110RL | 462 | 467 | 436 | 441 | 7.80 | 8.26 | 7.27 | 7.57 |
QE = 2038-1.04Qc-270RM | 474 | 479 | 411 | 416 | 7.59 | 8.76 | 7.07 | 8.06 | |
QE = 1900-0.92Qc-379RH | 442 | 481 | 354 | 381 | 8.14 | 10.18 | 7.04 | 8.86 | |
04 k=0.97 |
QE = 1902-1.19Qc-61RL | 461 | 416 | 446 | 387 | 7.81 | 8.07 | 8.20 | 8.71 |
QE = 1716-0.88Qc-149RM | 416 | 490 | 380 | 447 | 8.65 | 9.47 | 6.90 | 7.45 | |
QE = 1556-0.61Qc-183RH | 378 | 640 | 333 | 565 | 9.54 | 10.83 | 5.18 | 5.77 |