Evaluating the Hydraulic Effects of the Flow through and over the Submerged Biofilter Installed in Polluted Streams

Hany F. Abd-Elhamid, Atef A. El-Saiad, Zeinab I. Salama, Martina Zeleňáková () and Emad H. El-Gohary
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Hany F. Abd-Elhamid: Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt
Atef A. El-Saiad: Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt
Zeinab I. Salama: Public Directorate for South Sharkia Drainage, Zagazig 44516, Egypt
Martina Zeleňáková: Institute of Environmental Engineering, Faculty of Civil Engineering, Technical University of Košice, 04200 Košice, Slovakia
Emad H. El-Gohary: Environmental Engineering Department, Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt

IJERPH, 2022, vol. 19, issue 16, 1-17

Abstract: The problem of shortage in freshwater resources in many countries around the world has led to the use of unconventional water resources such as treated wastewater and agricultural drains water to bridge the gap between the demand and supply. However, the open nature of most agricultural drains and the spread of population cumulation around them has made them vulnerable to many organic and inorganic pollutants. One of the artificial methods used to enhance the self-purification process in polluted streams is submerged biofilters (SB). However, most of the previous studies focused on the efficiency of the biofilter to remove the pollutants, and there is a lack of studies on hydraulic changes. This study aims to assess the hydraulic effects of the submerged biofilter of star-shaped plastic media on water streams and develop a mathematical formula that could predict such effects. For this purpose, an experimental study was conducted with 60 total runs (30 for flow through biofilter and 30 for flow over biofilter), and dimensional analyses with multi-linear regression analysis were used to correlate different parameters that affect the flow through and over the biofilter. The mathematical relationships were developed to determine the changes in the upstream water level and that heading up in streams due to the use of the biofilter for both cases of flow. The results of the new formulas are very close to the experimental results, with (R 2 = 0.89) for flow through the biofilter and (R 2 = 0.993) for the flow over biofilter. In addition, the results were very close to other developed equations. The developed formulas were used to predict the upstream water depth (h 1 ) by knowing the discharge (Q), length (L), and width (B) of the biofilter.

Keywords: unconventional water resources; water quality; polluted streams; submerged biofilter (SB); hydraulic effects; dimensional analysis (search for similar items in EconPapers)
JEL-codes: I I1 I3 Q Q5 (search for similar items in EconPapers)
Date: 2022
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