Permeable Pavement Hydraulic Conductivity Indices for Rainfall-Runoff and Particulate Matter Loadings-Reference-Cited by-同舟云学术

Permeable Pavement Hydraulic Conductivity Indices for Rainfall-Runoff and Particulate Matter Loadings

Published:2021-12 Issue:12 Volume:147 Page:
ISSN:0733-9372
Container-title:Journal of Environmental Engineering
language:en
Short-container-title:J. Environ. Eng.

Author:

Marchioni Mariana¹^ORCID,Raimondi Anita²^ORCID,Andrés-Valeri Valerio C.³^ORCID,Becciu Gianfranco⁴,Sansalone John⁵

Affiliation:

1. Researcher, Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano (POLIMI), Milan, MI 20133, Italy (corresponding author). ORCID: .

2. Researcher, Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano (POLIMI), Milan, MI 20133, Italy. ORCID: .

3. Professor, Instituto de Obras Civiles, Universidad Austral de Chile (UACh), Independencia 631, Los Ríos, Valdivia, Chile. ORCID:

4. Professor, Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano (POLIMI), Milan, MI 20133, Italy.

5. Professor, Engineering School of Sustainable Infrastructure and Environment, College of Engineering, Univ. of Florida, 217 Black, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EE.1943-7870.0001937

Reference69 articles.

1. ABNT (Associação Brasilera de normas técnicas). 2015. Pavimentos permeáveis de concreto: requisitos e procedimentos. NBR 16416. Rio de Janeiro, Brazil: ABNT.

2. Acioli L. A. Da Silveira and J. Goldenfun. 2005. “Experimental study of permeable reservoir pavements for surface runoff control at source.” In Proc. 10th Int. Conf. on Urban Drainage. Lyngby Denmark: Institute of Environment & Resources Technical Univ. of Denmark.

3. Horton Infiltration Equation Revisited

4. Laboratory Assessment of the Infiltration Capacity Reduction in Clogged Porous Mixture Surfaces

5. Study on the hydraulic conductivity by constant and falling head methods for pervious concrete

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