Laboratory Scale Study to Quantify the Effect of Sediment Accumulation on the Hydraulic Conductivity of Pervious Concrete-Reference-Cited by-同舟云学术

Laboratory Scale Study to Quantify the Effect of Sediment Accumulation on the Hydraulic Conductivity of Pervious Concrete

Published:2014-06 Issue:6 Volume:140 Page:04014014
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Walsh Sean Patrick¹,Rowe Amy²,Guo Qizhong³

Affiliation:

1. Project Engineer, 1228 Indian Place, North Brunswick, NJ 08902 (corresponding author).

2. Environmental and Resource Management Agent, Cooperative Extension of Essex and Passaic Counties, Rutgers New Jersey Agricultural Experiment Station, 621A Eagle Rock Ave., Roseland, NJ 07068.

3. Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, 96 Frelinghuysen Rd., Piscataway, NJ 08854.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000733

Reference18 articles.

1. ACI Committee 522. (2006). “Pervious concrete.” ACI 522R-06 Detroit.

2. ASTM. (1997). “Standard test methods for determining sediment concentration in water samples.” D3977-97 West Conshohocken PA.

3. ASTM. (2009). “Standard test methods for particle-size distribution (gradation) of soils using sieve analysis.” ASTM D6913-04 West Conshohocken PA.

4. Field Survey of Permeable Pavement Surface Infiltration Rates

5. Artificial recharge of groundwater: hydrogeology and engineering

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