Hello all and thanks in advance for any guidance you provide.
I'm reviewing a site plan amendment for an industrial site. The site has an existing private drainage system outfalling to a public inlet via a 10-inch PVC pipe. The amendment will add buildings and therefore increases the runoff...
Hello All:
I'm trying to understand how to account for the effect of urban storm routing and its effect on time of concentration and subsequently, design precipitation intensity in the rational method. As I understand this can be used to optimize the storm sewer system with smaller diameter...
