Sebast73
Geotechnical
- May 8, 2019
- 30
thread162-365226
Looking for most efficient (faster) way to model a storm drainage system with 30 CB and structures around a closed loop pavement and parking area which eventually discharge into an existing Detetion Basin. There is also additional under ground ADS pipe storage capacity set aside for attenuation . the predeveloped lot is steep and wooded with post developement imperviousness = 58%. Its insane there is no where near enough storage i believe with my intermediate level of experience. The pond will store 86000 CF. It is a 7 acre lot.
I have been given the task to assure another engineers design is sufficient due to increase in impervious area. Do not have originsl calcs but seems as if original model was calculated incorrectly in yhe first place.
Hope some one appreciates this post ?
Sebast73
Looking for most efficient (faster) way to model a storm drainage system with 30 CB and structures around a closed loop pavement and parking area which eventually discharge into an existing Detetion Basin. There is also additional under ground ADS pipe storage capacity set aside for attenuation . the predeveloped lot is steep and wooded with post developement imperviousness = 58%. Its insane there is no where near enough storage i believe with my intermediate level of experience. The pond will store 86000 CF. It is a 7 acre lot.
I have been given the task to assure another engineers design is sufficient due to increase in impervious area. Do not have originsl calcs but seems as if original model was calculated incorrectly in yhe first place.
Hope some one appreciates this post ?
Sebast73