Dissemin is shutting down on January 1st, 2025

Published in

Taylor and Francis Group, Urban Water Journal, 2(5), p. 117-124

DOI: 10.1080/15730620701723538

Links

Tools

Export citation

Search in Google Scholar

Runoff Infiltration to Permeable Paving in Clogged Conditions

This paper is available in a repository.
This paper is available in a repository.

Full text: Download

Red circle
Preprint: archiving forbidden
Orange circle
Postprint: archiving restricted
Red circle
Published version: archiving forbidden
Data provided by SHERPA/RoMEO

Abstract

The effect of varying runoff on a clogged permeable surface was analysed using a specifically designed laboratory rig consisting of a variable gradient testing frame, a rain simulator and water collecting chambers. The results indicate that the apparatus can be used successfully to test the runoff resistance of concrete blocks in permeable surfaces. The results indicate that a surface at 2% gradient that is clogged with crushed construction debris still permits significant levels of infiltration.