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...

Experiment

...

2:

...

February

...

28, 2010

Setup

This experiment consisted of one 10' Manifold with 1 in. holes drilled every 5 cm on one side of the pipe. This resulted in an Am/Avc = 1.

Results & Discussion

Wiki Markup
 2010 

h2. Setup

This experiment consisted of one 10' Manifold with 1 in. holes drilled every 5 cm on one side of the pipe. This resulted in an Am/Avenacontracta = 1. 

h2. Results

{float}
!10'ManifoldResults.png|width=450px!
h5. Figure 1: 10' Manifold Results compared with theoretical expectations 
{float}

The

...

results

...

of

...

our

...

second

...

experiment

...

seem

...

to

...

reaffirm

...

the

...

results

...

that

...

we

...

found

...

in

...

the

...

first

...

experiment,

...

despite

...

the

...

problems

...

with

...

data

...

collection

...

that

...

existed

...

in

...

the

...

first

...

experiment.

...

The

...

flow

...

starts

...

low

...

then

...

peaks

...

in

...

the

...

first

...

quarter

...

of

...

our

...

manifold

...

and

...

then

...

gradually

...

decreases

...

after

...

that.

...

And

...

as

...

showed

...

in

...

the

...

graph,

...

this

...

is

...

completely

...

opposite

...

what

...

the

...

theory

...

of

...

pressure

...

recovery

...

predicts.

...

The

...

good

...

news

...

with

...

these

...

results

...

is

...

that

...

the

...

flow

...

from

...

the

...

ports

...

might

...

be

...

sufficiently

...

uniform

...

for

...

it

...

to

...

work

...

in

...

the

...

AguaClara

...

plants.

...

The

...

mean

...

velocity

...

is

...

0.214

...

m/s

...

and

...

has

...

a

...

standard

...

deviation

...

of

...

0.021

...

m/s,

...

which

...

might

...

be

...

low

...

enough

...

variation

...

for

...

the

...

AguaClara

...

plants.

...

The

...

mean

...

velocity

...

might

...

be

...

a

...

little

...

high

...

when

...

considering

...

the

...

restriction

...

of

...

floc

...

breakup

...

prevention as

...

there

...

is

...

an

...

average

...

energy

...

dissipation

...

rate

...

of

...

19

...

mW/kg

...

when

...

the

...

max

...

allowable

...

to

...

maintain

...

flocs

...

is

...

10

...

mW/kg.

...

This was determined by using the equation

Latex
 $$ 
\varepsilon _{Max}  = {1 \over {20D_{Port} }}\left( {{{V_{Port} } \over {K_{vc} }}} \right)^3 $$ 
.

We estimated the flow rate being provided by the pump to be 3.8 L/s. This value was calculated using the following equation:

Latex
 $$
Q_{Manifold}  = [\sum {(V_{Measured}  \cdot A_{SedPort} }  \cdot Pi_{vc} )] \cdot {{N_{portsTotal} } \over {N_{portsMeasured} }}
$$

This finds the average port flow of the measured ports and then multiplies it by the total number of ports. Given this flow rate, the velocity inside the manifold would be 0.21 m/s at the beginning of the manifold. This meets the specification of

Latex
 $${V_{Scour}}$$ 
= 0.15 m/s but the velocity would decrease throughout the manifold. However, after considering the fact that the manifold is oriented with the ports pointed downwards in the sedimentation tank, we have realized that scour velocity is not as big of an issue in our manifold as we thought.

We still do not understand the fluid mechanics of what is happening in the manifold and need to investigate that further. We plan on doing this by pushing the boundary of the ratio Am/Avc. Theory says that the smaller that ratio gets, the more pressure recovery should dominate and the higher velocity should be at the end of the manifold compared with the beginning of the manifold as illustrated in Figure 1 on the main page.

To see the calculations for the experiment, use the MathCad Calculations and the Excel Calculations.