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Evaluation
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of
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previous
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experiments
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with
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the
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new system
Objective
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system h2. Objective {float:right|border=2px solid white|width=120px} !Aerator (Before 4 Stones).jpg! h6. The aerator at the beginning of Summer 2009 {float} |
This
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set
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of
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experiments
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attempted
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to
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replicate
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the
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grain
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size
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research
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performed
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with
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the
...
...
...
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,
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to
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assess
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both
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the
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functionality
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of
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the
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new
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system
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and
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the
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validity
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of
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the
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Spring
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2009
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results.
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Additionally,
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dissolved
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oxygen
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measurements
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were
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taken
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to
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evaluate
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the
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effectiveness
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of
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each
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of
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the
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components
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in
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the
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setup
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with
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respect
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to
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theoretical expectations. According to the theoretical model of the bubble formation potential, it is predicted that around 18 mL of bubbles will be formed for 1 L of water that has been previously exposed to 1 atm gage pressure at temperature of 25 ˚C. See Figure 1. for the relationship between the theoretical bubble formation potential and initial air pressure with which the water reached equilibrium before returning to atmospheric pressure. For the current aerator, it was assumed for the sake of calculation that the dissolved gas concentration would reach equilibrium with the pressure in the aerator, resulting in 18 mg/L of dissolved gas in the water flowing into the sand filter. While a theoretical model of gas removal by the sand filter has not been developed, the team believed that the abundant surface area provided by the sand would remove gas by providing ample nucleation sites for bubbles, and sites at which bubbles could adhere to a surface and aggregate.
General Procedure
For the two experiments listed below, the same procedure was used with a different size of sand grain used in each. Sand 40 (0.49 mm - 0.57 mm) and Sand 30 (0.59 mm - 0.84 mm) were used for Experiments 1 and 2, respectively. The details of the procedure are available here.
Results and Discussion
Experiments 1 and 2 were performed to assess whether the new system collects consistent data and to ensure that previous sand grain experiments results are replicable, and thus are valid. We performed the control experiment (with no sand) after we observed that the measured rate gas removal in the sand filter was less than 18 mg/L, the theoretical rate of gas removal. When we realized that gas removal was less than expected, we took the dissolved oxygen measurements to determine which component of the system was not functioning effectively.
Reruns of the Previous Fluidized Bed Experiments
- Experiment 1 was performed shortly after the new setup was installed. Sand 40 was used to evaluate previous grain size results.
- Experiment 2 was performed after the system was modified to account for problems that arose in Experiment 1. Sand 30 was used with the purpose of testing the functionality again and evaluating previous results.
- A control Experiment (i.e., one with no sand) was performed to evaluate the sand filter's effectiveness by measuring gas removal in the absence of sand.
- When we had confirmed that the measured gas removal values were less than theoretical values, we measured the concentrations of dissolved oxygen at various points in the experimental apparatus. We found that the measurements taken at a point just past the sand filter showed dissolved oxygen concentrations that were higher than that of water going into the sand filter. This suggested a problem with either the setup or the fluidized bed mechanism. Pressure through the sand filter was calculated to explain that large head loss through the system in combination with pressure build up in the filter was not resulting in tiny bubbles being reincorporated into solution. The results of the headloss calculations can be found here. With the control experiment, we confirmed that the sand filter was not suitable for gas removal because the material properties of the sand are not conducive for removing gas.
General Conclusions
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expectations. Theoretically, under 2 atm of pressure, the aerator would supersaturate the water with 18 mL/L of dissolved gas, according to [theoretical model|Final Results from the Fluidized Bed Method^Dissolved atmospheric gases.xmcd], which predicts that bubble formation potential is 18 mg/L for water that has been previously exposed to 1 atm gage pressure at temperature of 25 ˚C. The model calculates the theoretical bubble formation potential as a function of the air pressure with which the water reached equilibrium before returning to atmospheric pressure. For the current aerator, it was assumed for the sake of calculation that the dissolved gas concentration would reach equilibrium with the pressure in the aerator, resulting in 18 mg/L of dissolved gas in the water flowing into the sand filter. While a theoretical model of gas removal by the sand filter has not been developed, the team believed that the abundant surface area provided by the sand would remove gas by providing ample nucleation sites for bubbles, and sites at which bubbles could adhere to a surface and aggregate. h2. General Procedure For the two experiments listed below, the same procedure was used with a different size of sand grain used in each. Sand 40 (0.49 mm - 0.57 mm) and Sand 30 (0.59 mm - 0.84 mm) were used for Experiments 1 and 2, respectively. The details of the procedure are available [here|FF Procedure for Evaluation of Previous Experiments]. h2. Results and Discussion Experiments 1 and 2 were performed to assess whether the new system collects consistent data and to ensure that previous sand grain experiments results are replicable, and thus are valid. We performed the control experiment (with no sand) after we observed that the measured rate gas removal in the sand filter was less than 18 mg/L, the theoretical rate of gas removal. When we realized that gas removal was less than expected, we took dissolved oxygen measurements to determine which component of the system was not functioning effectively. [Reruns of the Previous Fluidized Bed Experiments] * Experiment 1 was performed shortly after the new setup was installed. Sand 40 was used to evaluate [previous grain size results|Fluidized Bed after Super Saturator]. * Experiment 2 was performed after the system was modified to account for problems that arose in Experiment 1. Sand 30 was used with the purpose of testing the functionality again and evaluating previous results. * A control Experiment (i.e., one with no sand) was performed to evaluate the sand filter's effectiveness by measuring gas removal in the absence of sand. [Dissolved Oxygen Measurements|FF Dissolved Oxygen Measurements] * When we had confirmed that the measured gas removal values were less than theoretical values, the concentrations of dissolved oxygen were measured at various points in the experimental apparatus. We found that the measurements taken at a point just past the sand filter showed dissolved oxygen concentrations that were higher than that of water going into the sand filter. This suggested a problem with either the setup or the fluidized bed mechanism. With the control experiment, we confirmed that the sand filter was not suitable for gas removal. h2. General Conclusions {anchor:Figure 2} {float:right|border=12px solid white|width="372", height="289"} !Theoretical bubble formation potential.png! h6. Figure 1: Theoretical bubble formation potential {float} |
Experiments
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using
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Sand
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40
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and
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Sand
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30
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showed
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rates
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of
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gas
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removal
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rates
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of
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about
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5.09
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mL/L
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and
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2.01
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mL/L,
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respectively,
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while
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the
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control
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experiment
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showed
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a
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rate
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of
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7.47
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mL/L.
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These
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results
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suggest
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that
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the
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sand
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inhibits
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gas
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removal,
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rather
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than
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facilitating
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it.
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In
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addition,
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the
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concentration
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of
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dissolved
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oxygen
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measured
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at
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each
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of
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the
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four
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ports
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in
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the
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system
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(tabulated
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below)
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support
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the
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notion
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that
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the
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sand
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filter
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did
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not
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provide
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a
...
suitable
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mechanism
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of
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gas
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removal,
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as
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the
...
measurements
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indicated
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higher
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oxygen
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concentrations
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in
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the
...
water
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at
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points
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past
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the
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sand
...
filter.
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Literature
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concerning
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bubble
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formation
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and
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behavior
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indicate
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that
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rough,
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hydrophobic
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surfaces
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are
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most
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suitable
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for
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bubble
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formation.
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(See
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"Fundamentals
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of
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Bubble
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Formation
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during
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Coagulation
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and
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Sedimentation
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Processes"
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by
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P.
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Scardina
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and
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M.
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Edwards
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on
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the
...
...
...
...
...
page.)
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The
...
sand
...
filter
...
may
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be
...
unsuitable
...
because
...
sand
...
is
...
not
...
hydrophobic.
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{float:left|border=10px solid white}[!0804091509a.jpg|width="400", height="300"!|Aerator] h5. Table 1: Dissolved Oxygen Concentrations (DO) at sampling ports in the experimental setup with a sand bed. || Sampling Port || DO (mL/L), Probe 1, Trial 1 || DO (mg/L), Probe 1, Trial 2 || DO (mg/L), Probe 2, Trial 1 || DO (mL/L), Probe 2, Trial 2 || | Water Source | 9.8 | 10.2 | 8.7 | 12.1 | | Beyond Aerator | 15.5 | 14.2 | 11.8 | 15.2 | | Beyond Sand Filter | 17 | 16.3 | 11.9 | 15.3 | | Beyond Bubble Collector | 17.8 | 16.2 | 12.3 | 15.7 | {float:right|border=2px solid white|width=200px} !0804091509a.jpg|thumbnail! h6. The aerator with four aeration stones {float} Measurements indicate that the aerator is able to supersaturate the water with 15.5 mg/L of dissolved oxygen. This is less than the theoretical rate 18 mg/L. Also, subsequent measurements of dissolved gas at that port reveal inconsistent levels of gas supersaturation. This inability to regulate the amount of dissolved gas in the influent water to the sand filter may have a significant impact on our ability to run controlled experiments. In order to address this issue, the team has altered the pressurized aerator by replacing the single aeration stone with a junction of four cylindrical aeration stones that would displace gas into the water in finer bubbles, which would be incorporated into solution more easily. It is also possible that the bubble collector, which is used to measure gas removal, may not be effective at capturing small bubbles. Although we had initially suspected that the small bubbles traveling through the system originated in the sand filter, we are now unsure whether small bubbles formed in the sand filter itself. During the controlled experiment, we observed that small bubbles were present throughout the system. Because of this, we suspect that the source of the small bubbles is a component other than the sand filter--perhaps the aerator. Before the team redesigns the bubble collector, we plan to modify the flow accumulator so that any small bubbles coming from the aerator will be collected so that water entering the sand filter is free of bubbles. If small bubbles are formed in the filter and the bubble collector must be redesigned to capture these bubbles, a new design for the bubble collector will be |
Concerning, the dissolved oxygen measurements, the results indicate that the aerator is able to supersaturate the water with 15.5 mg/L of dissolved oxygen. This is less than the theoretical rate 18 mg/L. Please see the Table 1. below for the dissolved oxygen concentrations and click here for more details and subsequent DO measurements in the absence of sand. Also, further measurements at that port reveal inconsistent levels of gas supersaturation. This inability to regulate the amount of dissolved gas in the influent water to the sand filter may have a significant impact on our ability to run controlled experiments. In order to address this issue, the team has altered the pressurized aerator by replacing the single aeration stone with a junction of four cylindrical aeration stones that would displace gas into the water in finer bubbles, which would be incorporated into solution more easily.
Table 1: Dissolved Oxygen Concentrations (DO) at sampling ports in the experimental setup with a sand bed.
Sampling Port | DO (mL/L), Probe 1, Trial 1 | DO (mg/L), Probe 1, Trial 2 | DO (mg/L), Probe 2, Trial 1 | DO (mL/L), Probe 2, Trial 2 |
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Water Source | 9.8 | 10.2 | 8.7 | 12.1 |
Beyond Aerator | 15.5 | 14.2 | 11.8 | 15.2 |
Beyond Sand Filter | 17 | 16.3 | 11.9 | 15.3 |
Beyond Bubble Collector | 17.8 | 16.2 | 12.3 | 15.7 |
It is also possible that the bubble collector, which is used to measure gas removal, may not be effective at capturing small bubbles. Although we had initially suspected that the small bubbles traveling through the system originated in the sand filter, we are now unsure whether small bubbles formed in the sand filter itself. During the controlled experiment, we observed that small bubbles were present throughout the system. Because of this, we suspect that the source of the small bubbles is a component other than the sand filter--perhaps the aerator. Before the team redesigns the bubble collector, we plan to modify the flow accumulator so that any small bubbles coming from the aerator will be collected so that water entering the sand filter is free of bubbles. If small bubbles are formed in the filter and the bubble collector must be redesigned to capture these bubbles, a new design for the bubble collector will be developed.