I'm a civil engineer working on a residential project. The property is in an old area, so the property drains from the street at the front to the back yard. There is an existing 8' wide by 12" high opening in the block wall at the rear property corner for drainage.
The client will be demolishing the existing home and building a larger home, which results in more runoff generated by the site, so we need to restrict the outlet to ensure we do not increase the peak runoff going through the wall opening.
Does anyone know how to model flow through a rectangular opening at the base of a block wall? Is it a broad crested weir? Or just look at it as an open channel? If we look at it that way, flow depth is about 2-3 inches, which is well below the top of the opening. But the geometry doesn't seem like the kinds of weirs you see in textbooks.
The client will be demolishing the existing home and building a larger home, which results in more runoff generated by the site, so we need to restrict the outlet to ensure we do not increase the peak runoff going through the wall opening.
Does anyone know how to model flow through a rectangular opening at the base of a block wall? Is it a broad crested weir? Or just look at it as an open channel? If we look at it that way, flow depth is about 2-3 inches, which is well below the top of the opening. But the geometry doesn't seem like the kinds of weirs you see in textbooks.