TY - JOUR
T1 - Infiltration capacity assessment of urban pavements using the LCS permeameter and the CP infiltrometer
AU - Fernández-Barrera, Andrés H.
AU - Castro-Fresno, Daniel
AU - Rodríguez-Hernández, Jorge
AU - Calzada-Pérez, Miguel A.
PY - 2008
Y1 - 2008
N2 - This paper presents the Cantabrian portable infiltrometer (CP infiltrometer), a specially designed device based on rainfall simulation for the assessment of the infiltration capacity of all types of urban pavements. Several pervious and impervious surfaces were tested with the LCS permeameter, an existing infiltration test based on the use of a column of water, and the CP Infiltrometer, simulating rain intensities with return periods of 10, 50, and 500 years and 5 min duration. The discussion of the results indicates that the CP infiltrometer could be used successfully to identify different levels of infiltration capacity and to assess the correct performance of pervious surfaces on which design, construction, and maintenance decisions are based.
AB - This paper presents the Cantabrian portable infiltrometer (CP infiltrometer), a specially designed device based on rainfall simulation for the assessment of the infiltration capacity of all types of urban pavements. Several pervious and impervious surfaces were tested with the LCS permeameter, an existing infiltration test based on the use of a column of water, and the CP Infiltrometer, simulating rain intensities with return periods of 10, 50, and 500 years and 5 min duration. The discussion of the results indicates that the CP infiltrometer could be used successfully to identify different levels of infiltration capacity and to assess the correct performance of pervious surfaces on which design, construction, and maintenance decisions are based.
KW - Best Management Practice
KW - Infiltration
KW - Pavements
KW - Rainfall
KW - Simulation
KW - Urban areas
UR - http://www.scopus.com/inward/record.url?scp=52649151843&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)0733-9437(2008)134:5(659)
DO - 10.1061/(ASCE)0733-9437(2008)134:5(659)
M3 - Article
AN - SCOPUS:52649151843
SN - 0733-9437
VL - 134
SP - 659
EP - 665
JO - Journal of Irrigation and Drainage Engineering
JF - Journal of Irrigation and Drainage Engineering
IS - 5
ER -