I have a floating point raster of Curve Numbers (70-91) and I'm attempting to use the curve number equation to create a weight raster for flow accumulation, to determine runoff for a single rainfall event. I'm familiar with this curve number equation:
Q = (P - 0.2S)2 / (P + 0.2S)
where
Q = total runoff P = preciptation (1 inch in this case) 0.2S = initial abstractions 0.8 = potential maximum retention after runoff begins
First question, would the precipitation part of the equation be a raster (e.g a raster where all cells have a value of 1) or would it just be the number '1' representing 1inch of rainfall? Secondly, as the 2 outside represents 'to the power of 2' i am unsure as how to do this in raster calculator. If anyone has any experience using this or a similar curve number equation to measure determine runoff any help would be appreciated. Thanks