Has anyone had any issues with Geopak Drainage calculating the friction slopes wrong? I have contacted Bently support and spoke with a couple of their engineers, sent them all my data, and they could not seem to figure it out. I even created a spreadsheet to calculate the friction slope "by...
Thanks for all the help... I created a simple spreadsheet that I can use to quickly adjust the characteristics of the road and find the resulting capacity to the top of the curb. (See the attached...
How is this possible when I essentially have 3 geometric shapes making up the cross section.
(1) Triangle area from the top of the crown to the face of the curb on the left side of the roadway.
(2) Triangle area from the top of the crown to the face of the curb on the right side of the roadway...
I am having trouble finding the correct method to calculate the stormwater capacity a curbed road can have without overtopping the curb. The roadway is 26' face to face of curb with a 2% straight crown.
All I can find is information on calculating capacity up to the top of the crown on one side...