DR COLIN CLARK


Table 6. The partition of rainfall into slope run-off and Ksat run-off The delayed flow ordinates are calculated via the function:


The delayed flow starts after a time period related to the mainstream channel length and the time to peak being the same time period as per the Upper Brue. The decay constant for delayed flow is via the function:


where A = catchment area.


Table 7 shows an extract of the convolution of the delayed flow discharge, where the values are ordinates not discharges.


Table 7. Extract of the convolution for delayed flow 34 DAM ENGINEERING Vol XXXII Issue 1


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