摘要: |
Concrete median barriers are designed to mitigate serious cross-median crashes by preventing penetration of
errant vehicles into oncoming traffic. When implemented in flood-prone areas, however, solid concrete
median barriers can act as a dam to floodwaters, as recently seen in Texas during Hurricane Harvey or in
Louisiana and Pennsylvania following severe storms. These severe weather events raise the height of
floodwaters and increase the severity of flooding on highways and surrounding roads and communities. In
this study, new median barrier options with openings were investigated as a way to reduce flooding. Finite
element simulations were used to aid investigation and evaluation of the designs, and laboratory testing was
performed to evaluate the hydraulic efficiency of barrier designs in a variety of simulated flood conditions. A
concrete single-slope profile median barrier with a large scupper was selected for crash testing following
Manual for Assessing Safety Hardware (MASH) Test Level 4 impact conditions and evaluation criteria. The
median barrier design was deemed MASH compliant and is ready for implementation in areas susceptible to
flooding, with the goals of reducing flooding severity, decreasing associated risk to motorists, and reducing
the level of flood damage to both highways and surrounding areas. |