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Official Journal of the Asia Oceania Geosciences Society (AOGS)

Table 2 Rainstorm events for runoff simulation in the study area

From: Using ensemble quantitative precipitation forecast for rainfall-induced shallow landslide predictions

Study watershed

Storm event

Peak rainfall depth (mm/h)

Cumulated rainfall depth (mm)

Duration (h)

Peak flow discharge (m3/s)

Calibration/

verification

Shang-Gui-Shan Bridge

1996/07/30

43.94

603.99

51

2320

Calibration

1997/08/28

37.64

481.94

42

1550

Verification

1998/10/04

25.88

399.01

81

708

Verification

2000/08/22

25.47

315.44

41

788

Verification

Yan-Feng Bridge

2012/08/07

64.50

128.00

26

131.75

Calibration

2013/08/29

76.50

495.50

144

155.85

Verification

2015/08/08

38.00

323.50

72

109.84

Verification

2016/09/14

34.50

280.00

71

99.04

Verification