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Design of a Pressurized Rainfall Simulator for Evaluating Performance of Erosion Control Practices.

Authors :
Ricks, Matthew D.
Horne, Matthew A.
Faulkner, Brian
Zech, Wesley C.
Fang, Xing
Donald, Wesley N.
Perez, Michael A.
Source :
Water (20734441); Nov2019, Vol. 11 Issue 11, p2386-2386, 1p
Publication Year :
2019

Abstract

Construction site erosion and resulting sedimentation constitutes one of the greatest non-point source pollution threats to our nation's waterways. Erosion control practices are important aspects of any construction project due to their ability to limit the process of erosion. Testing erosion control practices under simulated rainfall representative of conditions experienced on construction sites is important to better understand their erosion reduction capabilities. Full-scale testing using simulated rainfall has been shown to provide controllable and repeatable results, in comparison to field-testing under natural conditions. Therefore, the focus of this study was to design, construct, and calibrate a pressurized rainfall simulator testing apparatus capable of accurately and repeatedly simulating rainfall intensities of 50.8, 101.6, and 152.4 mm/hr (2.0, 4.0, and 6.0 in/hr) for 20-min intervals. The developed testing apparatus consisted of a 12 m (40 ft) long by 2.4 m (8.0 ft) earthen slope at a 3H:1V slope. Ten sprinkler risers at a height of 4.27 m (14 ft) were installed around the perimeter of the slope to create a uniform distribution of rainfall. Data collection procedures consisted of collecting and analyzing rainfall depth, drop size distributions, and sediment concentrations. The optimum location for each sprinkler riser, as well as the most accurate nozzle configuration, were determined through test procedures developed for this study. Through calibration testing, the simulator was found to produce accurate rainfall intensities with relative errors of 1.17–4.00% of the target intensities. Uniformity of rainfall distribution ranged from 85.7 to 87.5%. Average drop sizes were determined to be between 2.35 and 2.58 mm (0.093 to 0.102 in.). [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
20734441
Volume :
11
Issue :
11
Database :
Complementary Index
Journal :
Water (20734441)
Publication Type :
Academic Journal
Accession number :
139864310
Full Text :
https://doi.org/10.3390/w11112386