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Comparing Two Methods of Determining Infiltration Rates of Permeable Interlocking Concrete Pavers
Journal article   Open access   Peer reviewed

Comparing Two Methods of Determining Infiltration Rates of Permeable Interlocking Concrete Pavers

Peter Nichols, Terry Lucke and C Dierkes
Water, Vol.6(8), pp.2353-2366
2014
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url
https://doi.org/10.3390/w6082353View
Published Version

Abstract

Permeable Interlocking Concrete Pavements clogging infiltration testing water sensitive urban design
Adequate infiltration through Permeable Interlocking Concrete Pavements (PICPs) is critical to their hydraulic performance. Detected by monitoring infiltration performance, reduced infiltration rates can indicate that maintenance is required. Measurement of infiltration rates has previously been problematic on PICPs because of a lack of accepted standard methodologies and the practical difficulties in modifying existing testing methodologies. On large sites, standard methodologies necessitate multiple measurements to achieve accuracy. Standard methods also contend with practical issues such as sealing the rings to the surface to prevent lateral water flow. This study examined the performance of two PICP surface infiltration rate measurement methods: a modified double-ring infiltrometer (DRIT), and a specially designed rainfall simulation infiltrometer (RSIT). A positive correlation (R2 = 0.85) of results was found between the two, demonstrating that the RSIT was comparable to the DRIT. The modified DRIT produced surface infiltration results approximately 60% higher than the RSIT results. The RSIT provided lower variation between tests, requiring fewer measurements in large sites whilst still maintaining accuracy, thereby improving testing efficiency. The new RSIT method also eliminates some of the practical difficulties with existing methodologies such as unrealistic pressure heads artificially increasing infiltration rates, and the use of sealant under test measurement infiltration rings.

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