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Plate Settler Spacing
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The Plate Settler Spacing Team focuses on optimizing the spacing for the plate settlers in the sedimentation tanks with the goal of removing the colloidal particles. Simultaneously, minimal spacing will lead to lower the height of sedimentation tanks, which reduces construction costs.

Previous Work
Current Work - Spring 2011
Future Work
Plate Settler Spacing Documents

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Gallery
includeIMG_4524.JPG, SchematicExpFall2010.png, DSCN0399.jpg, tube.jpg, PSS System.jpg
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Team Members

Adela Kuzmiakova
Ashleigh Sujin Choi
Cosme Somogyi
Ying Zhang

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Plate Settler Spacing Documents

 

Challenges

Tasks

Teach-In

Presentation

Final Report

Summer '11

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Spring '11

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Further Reading

PSS Experimental Methods
More PSS Information
Appendix, Equations
Relevant Literature
Process Controller
Fall 2008 Gallery

Wiki Markup
h1. Sedimentation Prototype Final Report h2. Introduction h2. Methods h3. Schematic !schematic.png|height=300px! *Schematic of Apparatus Setup* \\ h3. Initial Apparatus Setup {float:left|border=2px solid black} !IMG_0087.jpg|thumbnail! *Initial Apparatus Setup* {float} \\ The initial apparatus set up was run by Process Controller which had functions set in place for when the system would turn on, off, or drain. It also included a pressure sensor that would control the flow rate of the system. It was found that the pressure sensor was unreliable and sensitive to changes in the environment. Additionally, the flocculator for this setup led to a high velocity gradient (G) of 129.1/s. This led to the formation of very small flocs. \\ h3. New Apparatus Setup {float:left|border=2px solid black} !IMG_0092.jpg|thumbnail! *New Apparatus Setup* {float} \\ In the New Apparatus Setup the diameter of the flocculator was increased. This allowed for an increase in floc size and a significantly lower velocity gradient (G) of 35.7/s. Ideally, a G around 20/s is wanted, however, such a velocity gradient may have caused other important parameters to be too low. Additionally, the flow control system was changed to utilize a peristaltic pump allowing for a more stable system. h3. Design Parameters h3. Equations +Critical Settling Velocity+ !vc.png|height=50px! +Velocity Gradient+ !G.png|height=50px! +Residence Time+ !Theta.png|height=50px! h3. Length and Diameter Values {float:left|border=2px solid black} !LDTable.png|width=600px! *Table 1:* The data above shows length(L), diameter(D), and ratio of L/D values for each straw setup. *The straw length was doubled because two straw packs were used in the sedimentation tank. {float} \\ In regards to the length and diameter values, the table above shows a wide spread of L/D values. The no straws situation uses the measurements of the sedimentation tank. Additionally, in the case of the type 3 straw situation, the length of the 3mm diameter straws were significantly smaller than the other straws. To solve this issue, two packets of straws were used in the sedimentation tank so that the length for the 3mm straws could be doubled. \\ h3. Critical Settling Velocity Values {float:left|border=2px solid black} !VCTable.png|width=600px! *Table 2:* The data above shows the critical settling velocities of each straw setup {float} \\ Critical settling velocities demonstrate the shortest amount of time it takes for a particle to settle out. The V{~}c~ values above show how long it takes for particles to settle out in each straw setup situation. In comparison to the AguaClara plants which have a maximum critical velocity of 10 m/day, only the no straws situation exceeds this value. \\ h3. Straw Bundles {float:left|border=2px solid black} !IMG_0230.jpg|thumbnail! *Type 1 Straws - 12mm* {float} {float:left|border=2px solid black} !medstraw.jpg|thumbnail! *Type 2 Straws - 5mm* {float} {float:left|border=2px solid black} !IMG_0227.jpg|thumbnail! *Type 3 Straws - 3mm* {float} \\ For the initial straw setup, each straw bundle used one 12mm straw a tube for the inlet tube of the flocculator to pass through. However, when the straw set up changed, the outer diameter of the flocculator exceeded 12mm. Therefore, a 9/16ths inch inner diameter tube was ordered to accommodate the 1/2 inch outer diameter tube used in the new straw setup. h2. Results & Discussion h3. Matrix of Experiments {float:left|border=2px solid black} !matrix.png|width=600px! *Table 3:* The data above is a matrix of the experiments performed for the Sedimentation Prototype. {float} \\ As shown by the table above, 8 experiments total were performed. h3. Experiment Obstacles {float:left|border=2px solid black} !floc.jpg|thumbnail! *Floc Blanket* {float} \\ {float:left|border=2px solid black} !clog.jpg|thumbnail! *Clogged Straws* {float} \\ h3. Experimental Trials !graph1.png|width=800px! \\ !graph2.png|width=800px! \\ !graph3.png|width=800px! \\ !graph4.png|width=800px! \\ !graph5.png|width=800px! h2. Conclusions