Numerical Model for the Hydraulic Performance of Perforated Pipe Underdrains Surrounded by Loose Aggregate

Author:

Afrin T.1,Khan A. A.2,Kaye N. B.3,Testik F. Y.3

Affiliation:

1. Graduate Student, Glenn Dept. of Civil Engineering, Clemson Univ., 110 Lowry Hall, Clemson, SC 29634-0911.

2. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 218 Lowry Hall, Clemson, SC 29634-0911 (corresponding author).

3. Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 110 Lowry Hall, Clemson, SC 29634-0911.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference28 articles.

1. Grass Swale-Perforated Pipe Systems for Stormwater Management

2. ANSWAPPS: Model for the Analysis of Grass Swale-Perforated Pipe Systems

3. ANSYS Fluent 14 [Computer software]. ANSYS Canonsburg PA.

4. ANSYS Workbench version 14.0 [Computer software]. Ansys Canonsburg PA.

5. Preliminary Design Aid for Bioretention Filters

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