Spillway design implications resulting from changes in rainfall extremes

A study was conducted in order to determine how serious implications regarding spillway design of small dams would result from changes in flood frequencies and magnitudes, because of changes in rainfall regime in turn brought on by climate change due to carbon dioxide accumulation in the atmosphere. The region selected for study was the central Alberta foothills and adjacent prairie environment. A study watershed, representative of the region, was chosen to assess the present and possible future flood frequency-magnitude relationships. A Monte Carlo simulation method was used in conjunction with rainfall-runoff modelling of the study watershed to generate data for flood frequency analysis of maximum annual flood series corresponding to the present and future climate scenarios. The impact of resulting differences in design floods for small dams on spillway design was investigated using the Prairie Farm Rehabilitation Administration small dam design method. Changes in the mean and standard deviation of rainfall depth of design storms in a region will result in new probability distributions of the maximum annual flood flows. A 25% increase in the mean and standard deviation of design rainfall depth resulted in greater increases of 1:2 and 1:100 flood flows than a 50% increase in the standard deviation alone did. Under scenario 1, the 1:2 flood flows increased more than did the 1:100 flows. Scenario 2 produced opposite results, whereby the 1:100 flows increased more than did the 1:2 flows. It seems that a climate change of the type of scenario 1 would result in a more severe increase in flood flows than scenario 2 would. Retrofitting existing spillways of small dams would in most cases require increasing flow capacities of both operating and auxilliary spillways. 23 refs