ARCHIVE

HE_coefficient_SWMzone.zip (348.85 kB)

ARCHIVE

HE_coefficient_upstream.zip (863.35 kB)

ARCHIVE

HE_coefficient_whole_CAcalculation.zip (4.73 MB)

ARCHIVE

HE_rainfall_station_NZGD2000_NIWA.zip (6.85 kB)

ARCHIVE

HE_Rainfall_zones.zip (25.17 kB)

ARCHIVE

HE_Slope.zip (46.57 kB)

ARCHIVE

HE_SoilGroup.zip (72.38 kB)

DATASET

Runoff calculation.xlsx (37.36 kB)

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8 files

Runoff volume calculation

dataset

posted on 2022-12-18, 23:19 authored by Suphicha Muangsri, Wendy McWilliamWendy McWilliam, Tim Davies, Gillian LawsonGillian Lawson

Runoff volume is calculated using the Rational Method to determine runoff flow at the outlet of the industrial SWM zone. The flow volume is calculated by multiplying the flow rate by the catchment time of concentration (16 hours for the Heathcote River catchment). The results of the calculation indicate the optimum runoff volume, which can be managed within a green stormwater infrastructure network in the SWM zone.