ENGR - EXPO 2021 - Tech Session 6 (BE) - Single-Stage Water Filter with Dual Sand Media Sizes

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2021

SINGLE-STAGE WATER FILTER WITH DUAL SAND MEDIA SIZES

TEAM HYDRATION STATION: JADEN CAVENDER, TOBIAS FLORES-WENTZ, BENJAMIN MAREK, TAYSON THOMPSON, BLAKE URIE Concept Development

Objective

Design a single-stage dual media sand filtration wash box system.

A

B

A+B

Value Proposition

In 2008 a list of “14 Grand Engineering Challenges of the 21st Century” was released. One of them is providing access to clean water. It is estimated that 1 in 9 people lack access to safe water. By combining the two-stage filtration system into a single-stage, we hope to cut back on maintenance and operation costs, while increasing efficiency.

Flow Chart

Influent

Effluent Water

Airlifts

Washbox

Clean Effluent Dirty Effluent

Clean Coarse Sand Clean Fine Sand

Sand Bed

Dirty Coarse

Dirty Coarse

Dirty Fine

Dirty Fine

Dirty Water

Airlift

Dirty Water

Wastewater

Compressed Air

Influent Water

Filtered Water

Key Requirements

Separation of sand particles Separate beds, airlifts, and wash box chambers Adjustable flow Flow meters installed outside of apparatus to regulate and read flow of air and water influent Wash box adjustability Position in water column can be adjusted in order to control pressure head Rust and corrosion resistant coating Steel parts painted with black, rust-resistant spray paint. Acrylic and PVC parts inherently corrosive resistant

Summary

In order to incorporate the two-stage system into one, we installed a bed separator and separate air lifts. This allows influent water to be filtered first by the coarse and then by the fine sand. The bed separator and wash box allow the sand particles to be sorted into their respective beds.

Future Considerations

Washbox

Compressed Air

Final Design

Design Validation

Exhaust Air

Fine Sand

Single airlift Wedge wire screen Sloped floor for even sand uptake

Coarse Sand

Minimum 75% separation of the two sand sizes. Chemical and corrosion resistance. Minimum up flow rate of 1.8 gpm Maintain a bed turnover rate of 0.7 to 1.4 ipm Continuous operation with a maximum of 30 minutes of routine weekly maintenance.

Acknowledgements

Advisor: Sarah (Xiao) Wu, Ph.D. Mentors: Kirk McKenzie Bishal Bhatarrai Sponsors: Greg Möller, Ph.D. Mr. Martin Baker


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