I have a situation where I am connecting an detention basin outlet structure to an existing storm sewer. The existing storm sewer is capturing offsite area that is bypassing the detention basin. I am worried about the existing storm sewer surcharging and backing up into my basin through the...
I am analyzing a proposed culvert reinforcement solution. There is a large CMP arch pipe (7.5'x11.5') that was installed with too much fill on top of it. The proposed solution includes adding support columns in the middle of the culvert and I am charged with analyzing the effect of the...
