JVon1
Structural
- Aug 8, 2015
- 4
Hello,
Some time ago I came across the attached spreadsheet on the USDA's website.
I would like to know why a transformation procedure has to be applied to use the 24-hour rainfall distributions for shorter durations?
Wouldn't it be sufficient to squeeze in the 24-hour graph horizontally to find out the distribution for shorter durations?
By that I mean shouldn't the rainfall fraction at the 12th hour of a 24 hour storm coincide with the rainfall fraction in the 6th hour of a 12 hour storm?
Similarly shouldn't the rainfall fraction at the 6th hour of a 24-hour storm be the same as the rainfall fraction in the 3rd hour of a 12 hour storm?
If so, there should be no need for a transformation procedure and it would be sufficient to sample the 24 hour storm accordingly.
I've however noticed that in applying this transformation, the SCS Type Curves for 6, 12 and 24 hours differ from each other when plotted as a dimensionless graph, which is not what I'm expecting based on my above assumptions.
Grateful for any clarification as to the difference in the distributions for the same curve type at different storm durations.
Some time ago I came across the attached spreadsheet on the USDA's website.
I would like to know why a transformation procedure has to be applied to use the 24-hour rainfall distributions for shorter durations?
Wouldn't it be sufficient to squeeze in the 24-hour graph horizontally to find out the distribution for shorter durations?
By that I mean shouldn't the rainfall fraction at the 12th hour of a 24 hour storm coincide with the rainfall fraction in the 6th hour of a 12 hour storm?
Similarly shouldn't the rainfall fraction at the 6th hour of a 24-hour storm be the same as the rainfall fraction in the 3rd hour of a 12 hour storm?
If so, there should be no need for a transformation procedure and it would be sufficient to sample the 24 hour storm accordingly.
I've however noticed that in applying this transformation, the SCS Type Curves for 6, 12 and 24 hours differ from each other when plotted as a dimensionless graph, which is not what I'm expecting based on my above assumptions.
Grateful for any clarification as to the difference in the distributions for the same curve type at different storm durations.