TheEnginerd
Civil/Environmental
- Mar 19, 2012
- 34
Hello All,
Hoping you might be of assistance. I have designed an infiltration basin in HydroCAD.
For the "Exfiltration" Outlet, i have selected the "Conductivity" type as we have a known conductivity of 17.25 inches per hour. Previously, the basin bottom was 2.5 feet above the groundwater elevation. New soil tests have eliminated this prior (inaccurate) result, and new groundwater elevation is 10 feet lower.
Upon revising the groundwater elevation to the lower elevation, the basin fails. This is not intuitive to me. Would not an increased depth to groundwater and thus increased void space to accept the water from the basin help with the basin design? or am i totally missing something?
Thank you.
Hoping you might be of assistance. I have designed an infiltration basin in HydroCAD.
For the "Exfiltration" Outlet, i have selected the "Conductivity" type as we have a known conductivity of 17.25 inches per hour. Previously, the basin bottom was 2.5 feet above the groundwater elevation. New soil tests have eliminated this prior (inaccurate) result, and new groundwater elevation is 10 feet lower.
Upon revising the groundwater elevation to the lower elevation, the basin fails. This is not intuitive to me. Would not an increased depth to groundwater and thus increased void space to accept the water from the basin help with the basin design? or am i totally missing something?
Thank you.