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Laminar Tube Flocculator

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Objective and Motivations

Flocculation is an important process to water treatment. Understanding this process and the various parameters that control the mechanics behind flocculation is important in order to achieve faster, cheaper water treatment using the least amount of space. The tube flocculator team is doing specific research in the laboratory that will hopefully be applied to AguaClara technology in the near future.

For the Spring 2008 semester, the Tube Floc team will be continuing the research that was done in the Fall of 2007. We have developed semester research goals located below and a time-table for accomplishing our tasks this semester.

Previous Research

Our previous research prior to Spring 2008 includes revamping the flocculator setup, conducting experiments that change variables such as influent turbidity, flocculator flow rate, and alum dose, and a heat and dye test.

Spring Semester 2008 Research Goals

The team has discussed and agreed on several important goals to focus on for the Spring semester 2008:

  1. Analyze the data from the Fall Semester 2007 and make solid conclusions. The team will look into further analytical tools such as Excel, MatLab, and MathCAD to handle and display the data in a better, more user friendly format. The team last semester found that the current MathCAD file is hard to use, for example if the user wants to isolate one run in a series of iterated experiments or compare certain runs to each other on the same graph.
  2. Develop models to describe what is happening in the flocculator. The team will use this to determine what parameters are important in regulating the flocculation process.
  3. Literature research to compare research, to see if previous similar experiments have been conducted, or for inspiration for further experiments or data analysis.
  4. Find the relationship between G and G¿. This is the ultimate goal that the team is trying to determine, it will take a combination of data analyses, modeling, and maybe more experimentation.

Ongoing Research - Spring 2008

Tube Floc Presentations

February 20, 2008
Our understandings on the tube floc research is summarized in the teach-in presentation.

Introduction

In the flocculation process, suspended particles collide with each other to coagulate and transform into larger flocs, with the help of a coagulant, that can be removed by sedimentation. To improve the performance of flocculators, we need to research how the design and operational parameters affect the aggregation and settling velocity of the flocs. These parameters include energy dissipation rate, hydraulic residence time, coagulant dose, influent turbidity, etc. One of the goals for the AguaClara team is to develop a sedimentation tank that will form a fluidized floc blanket, which will help clean water as it flows into the sedimentation tank from the flocculator. To develop this floc blanket the flocculator must produce flocs that fall within a particular range of settling velocities. Our apparatus (flocculation residual turbidity analyzer or FReTA) is capable of measuring both settling velocity and residual turbidity under different flocculator operating conditions. Complete description and sketches of current apparatus setup can be found here.

Excerpt

The goals of the Laminar Tube Floc Team are to determine the parameters that will affect influent turbidity removal and to develop flocculation models as a guideline for flocculation design.


If you are new to the team or would like to know more about the upkeep of our experimental setup, check out the basics. An excellent resource for information on tube flocculator is Ian Tse's M.S. thesis: Fluid shear influences on hydraulic flocculation systems characterized using a newly developed method for quantitative analysis of flocculation performance. Detailed information on the ProCoDA Software as well as descriptions of the data analysis process can be found in the appendix of this M.S. thesis.

Ongoing Research

 * Determine the optimal orifice size for floc break up systems with four, eight, and sixteen clamps by gradually decreasing the clamp size based on the relationships between energy dissipation rate, floc size, terminal velocity, and clamp size until the flocculator performance worsens. 

  • Determine optimal positioning for floc break up points by comparing the residual turbidity of an evenly distributed clamp system with clamp systems that gradually decrease the number of clamps toward one or both ends of the flocculator. As residual turbidity decreases the flocculator performance improves.
  • Compare the performance of tapered tube flocculation with regular tube flocculation. Design a tapered system -- small tube at the beginning, medium tube in the middle, and large tube at the end (same length for each size of the tubing) using 10 mg/L PACl dose and 28 m tube flocculator length (N://files.Cornell.edu/EN/aguaclara/RESEARCH/Tube Floc/Spring 2013/Experiments/Single PACl 10 mgL.pcm/). As tube size (diameter) increases, energy dissipation rate decreases, allowing flocs to continue to grow. The larger that flocs can grow, the lower the residual turbidity will be.2. Determine optimal positioning for floc break up points by comparing the residual turbidity of an evenly distributed clamp system with clamp systems that gradually decrease the number of clamps toward one or both ends of the flocculator. As residual turbidity decreases the flocculator performance improves.
Current Research (Spring 2015)

* Design and implement a settled water turbidity (SWaT) measurement system that can more accurately measure low turbidities than the previous FReTA system. Using this new SWaT system, repeat experiments using only one clamp of variable size on the middle of the tubing arrangement. Compare the results of these experiments with the results of the same experiments run using the FReTA system from the Fall 2013 research.

* Depending on the results of the middle-clamp testing, either run more experiments with variable number of clamps to further test the effects of clamps, or design and implement a tapered flocculator system with energy dissipation rates starting from 1000 mW/kg.

Challenges for Future Semesters
  • Special Skills Needed: 
    • CEE 4540: This course could provide a fundamental understanding about municipal drinking water treatment.
    • MathCAD: We use this software to do the calculation for the research.
    • Lyx: This software is helpful when writing a scientific report.
More Information

Troubleshooting of the apparatus, Process Controller and Data Processor. 

Experimental methods

Checklist

Fall 2011 Research

Fall 2010 Research

Section
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Current Members

Kevin Shao
Tanvi Naidu
Luyan Sun

Email Team

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Documents
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 March 25, 2008
Ken Brown's visit presentation