Abstract: Environmental Protection Agency requirements for control of stormwater runoff are increasing the need to provide on-site stormwater storage as part of site development projects. Underground stormwater storage is one solution to this need. Open bottom thermoplastic chambers make use of profile design theories established for thermoplastic pipe and allow maximum area at the bottom for natural seepage of the stored water into the ground. This paper reports on analysis and testing of arch-shaped, open bottom, corrugated polypropylene stormwater storage chambers that have spans of 1270 mm (50 in.) and are supported on a flat, turned-out foot. Computer analysis included finite element, soil-structure interaction models of chambers with 450 mm (18 in.) and 2440 mm (8 ft) of fill with AASHTO HS20 design axle load. Field-testing included chamber installations at shallow cover from 150 mm (6 in.) to 600 mm (24 in.) with vehicle live loads and at deep cover with 3500 mm (11.5 ft) fill. Design calculations were based on the new AASHTO procedures for profile wall thermoplastic pipe. Using prescribed installation procedures, the factor of safety is greater than the required AASHTO factor for thermoplastic pipe of 1.95.
Structural Design of Stormwater Chambers
May 30, 2004
Publication: ANTEC 2004 - Annual Technical Conference Proceedings, Volume 2:Materials v 2 p 2779-2786
Services: Materials Design