I've got a proprosed 6ft wide reinf concrete sidewalk I've been told to beef up (and then some) to ensure that the frequent truck traffic does not break it up. I've been told to use a 10" thick reinf. conc. section. The soils in the area are typically clayey with high PIs (past 20). Given the...
I'm looking to analyze the depth of ponding (for a 3-yr & 100-yr storm event) at each grate inlet for a parking lot storm sewer system -I'd appreciate any input on the best way to do this without using a for fee software program -thanks.
