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Wiki Markup
{float:right|border=2px solid black|width=300px}
!sedtanks.jpg|width=300px!
h5. Figure 1: Sedimentation Tanks at the Cuatro Communidades plant
{float}
h2. 

Introduction

...

and

...

Objectives

...

The

...

Cuatro

...

Communidades

...

plant

...

has

...

two

...

sedimentation

...

tanks

...

designed

...

for

...

an

...

upflow

...

velocity

...

of

...

70

...

m/day.

...

The

...

tanks

...

are

...

shallower

...

than

...

those

...

of

...

previously

...

constructed

...

Aguaclara

...

plants.

...

Like

...

the

...

other

...

plants,

...

the

...

tanks

...

use

...

lamella

...

to

...

increase

...

their

...

efficiency.

...

The

...

sedimentation

...

tanks

...

were

...

designed

...

to

...

accommodate

...

a

...

floc

...

blanket.

...

A

...

floc

...

blanket

...

is

...

suspension

...

of

...

flocs

...

that

...

are

...

too

...

large

...

to

...

rise

...

to

...

the

...

top

...

of

...

the

...

tank

...

and

...

two

...

small

...

to

...

settle

...

out.

...

A

...

floc

...

blanket

...

should

...

act

...

as

...

a

...

filter

...

trapping

...

flocs

...

as

...

they

...

rise

...

to

...

the

...

top

...

of

...

the

...

sedimentation

...

tanks.

...

In

...

the

...

laboratory,

...

floc

...

blankets

...

have

...

been

...

show

...

to

...

greatly

...

increase

...

effluent

...

water

...

quality

...

in

...

a

...

flocculation-sedimentation

...

system.

...

The

...

sedimentation

...

tanks

...

in

...

the

...

Cuatro

...

Communidades

...

plants

...

are

...

a

...

much

...

larger

...

less

...

controlled

...

system

...

and

...

it

...

was

...

unclear

...

whether

...

it

...

is

...

possible

...

to

...

form

...

and

...

maintain

...

a

...

floc

...

blanket

...

in

...

the

...

plant.

...


No

...

previous

...

observations

...

of

...

the

...

tanks

...

showed

...

conclusive

...

evidence

...

of

...

a

...

floc

...

blanket.

...

The

...

Cuatro

...

Communidades

...

plant

...

was

...

designed

...

with

...

a

...

plant

...

flow

...

rate

...

of

...

380

...

liters

...

per

...

minute

...

but

...

the

...

available

...

head

...

in

...

the

...

conduction

...

line

...

set

...

a

...

plant

...

flow

...

rate

...

of

...

only

...

190

...

-270

...

liters

...

per

...

minute.

...

At

...

these

...

flow

...

rates

...

no

...

effects

...

of

...

a

...

floc

...

blanket

...

were

...

observed

...

and

...

the

...

upflow

...

velocity

...

may

...

not

...

have

...

been

...

great

...

enough

...

to

...

keep

...

flocs

...

in

...

suspension.

...

One

...

tank

...

was

...

shut

...

off

...

to

...

increase

...

the

...

upflow

...

velocity

...

through

...

the

...

sedimentation

...

tanks

...

and

...

to

...

attempt

...

to

...

form

...

a

...

floc

...

blanket.

Methods

It should be kept in mind that during these tests, the main purpose of the plant was to provide potable water for the communities. These tests were a lower priority and this created several initial challenges to shutting off one sedimentation tank. When all the flow passed through one tank, the head loss through the original effluent launders was high enough to flood the plant. New effluent launders were created to run one tank. They were designed with a head loss of four centimeters using the equation:

Latex
 

h2. Methods
It should be kept in mind that during these tests, the main purpose of the plant was to provide potable water for the communities. These tests were a lower priority and this created several initial challenges to shutting off one sedimentation tank. When all the flow passed through one tank, the head loss through the original effluent launders was high enough to flood the plant. New effluent launders were created to run one tank. They were designed with a head loss of four centimeters using the equation:



{latex}
\large
\[
h = \left( {\frac{Q}
{{K A}}} \right)^2 \frac{1}
{{2g}}
\]

{latex}

where:

...

  • Q

...

  • is

...

  • the

...

  • plant

...

  • flow

...

  • rate

...

  • A

...

  • is

...

  • the

...

  • total

...

  • area

...

  • of

...

  • the

...

  • effluent

...

  • launder

...

  • orifices

...

  • K

...

  • is

...

  • a

...

  • minor

...

  • loss

...

  • coefficient

...

  • h

...

  • is

...

  • the

...

  • head

...

  • loss

...

To

...

increase

...

the

...

area

...

and

...

decrease

...

the

...

head

...

loss

...

the

...

effluent

...

launder

...

holes

...

were

...

increased

...

from

...

5/16

...

in

...

to

...

7/16

...

in.

...

Another

...

problem

...

was

...

that

...

in

...

the

...

first

...

three

...

attempts

...

to

...

run

...

one

...

tank

...

the

...

effluent

...

turbidity

...

increased

...

from

...

below

...

10

...

NTU

...

to

...

above

...

20

...

NTU.

...

At

...

this

...

point

...

it

...

was

...

unacceptable

...

to

...

send

...

the

...

effluent

...

to

...

the

...

distribution

...

line

...

and

...

the

...

water

...

was

...

sent

...

to

...

waste.

...

This

...

procedure

...

could

...

only

...

be

...

maintained

...

for

...

2-3

...

hours

...

during

...

the

...

day

...

without

...

draining

...

the

...

water

...

storage

...

tank

...

for

...

the

...

communities.

...

No

...

improvement

...

in

...

effluent

...

quality

...

was

...

observed

...

in

...

these

...

trials.

...

The

...

plant

...

was

...

recently

...

cleaned

...

before

...

the

...

second

...

and

...

third

...

of

...

the

...

three

...

trials.

...

During

...

these

...

initial

...

trials

...

the

...

incoming

...

turbidity

...

was

...

above

...

100

...

NTU.

...

In

...

order

...

to

...

shut

...

off

...

the

...

plant

...

for

...

a

...

longer

...

period

...

of

...

time,

...

the

...

fourth

...

trial

...

was

...

run

...

at

...

night

...

when

...

the

...

communities

...

were

...

not

...

consuming

...

water.

...

The

...

sedimentation

...

tank

...

was

...

cleaned

...

at

...

9

...

pm

...

before

...

the

...

plant

...

was

...

started.

...

The

...

plant

...

was

...

successfully

...

running

...

by

...

12:00

...

pm

...

with

...

an

...

influent

...

turbidity

...

of

...

40

...

NTU

...

and

...

effluent

...

turbidity

...

of

...

4

...

NTU.

...

It

...

should

...

be

...

noted

...

that

...

the

...

three

...

hours

...

in

...

between

...

were

...

spent

...

cleaning

...

the

...

sedimentation

...

tank

...

and

...

filling

...

the

...

plant.

...

After

...

thirty

...

six

...

hours,

...

the

...

lamella

...

were

...

removed

...

from

...

the

...

tank

...

to

...

see

...

if

...

there

...

was

...

floc

...

blanket

...

beneath

...

them.

...

After

...

the

...

lamella

...

were

...

replaced,

...

the

...

plant

...

continued

...

to

...

run

...

with

...

only

...

one

...

sedimentation

...

tank

...

for

...

the

...

next

...

four

...

days.

...

The

...

incoming

...

turbidity

...

was

...

consistently

...

between

...

20

...

and

...

40

...

NTU.

...

Results

...

and

...

Discussion

...

As

...

was

...

mentioned,

...

in

...

the

...

first

...

three

...

attempts,

...

the

...

effluent

...

turbidity

...

spiked

...

initially.

...

The

...

trials

...

could

...

not

...

be

...

run

...

for

...

longer

...

than

...

three

...

hours

...

without

...

disrupting

...

the

...

communities

...

water

...

supply.

...

In

...

the

...

third

...

of

...

these

...

initial

...

trials,

...

it

...

was

...

hard

...

to

...

visually

...

distinguish

...

between

...

the

...

water

...

at

...

the

...

end

...

of

...

the

...

flocculator

...

and

...

the

...

end

...

of

...

the

...

sedimentation

...

tank

...

closest

...

to

...

the

...

flocculator

...

after

...

an

...

hour.

...

The

...

turbidity

...

measured

...

at

...

the

...

end

...

of

...

the

...

flocculator

...

was

...

119.1

...

NTU

...

and

...

in

...

the

...

back

...

of

...

the

...

sedimentation

...

tank

...

the

...

turbidity

...

was

...

102.4

...

NTU

...

indicating

...

that

...

flocs

...

were

...

directly

...

rising

...

as

...

they

...

entered

...

the

...

back

...

of

...

the

...

sedimentation

...

tanks.

...

However,

...

close

...

to

...

the

...

effluent

...

channel

...

the

...

turbidity

...

measured

...

in

...

the

...

sedimentation

...

tank

...

was

...

27.12

...

NTU

...

indicating

...

that

...

most

...

of

...

the

...

flocs

...

were

...

rising

...

in

...

the

...

back

...

of

...

the

...

tank.

...

This

...

third

...

test

...

was

...

only

...

one

...

and

...

a

...

half

...

hours

...

and

...

the

...

effluent

...

quality

...

from

...

the

...

sedimentation

...

tank

...

was

...

consistently

...

decreasing.

...

It

...

is

...

unclear

...

whether

...

this

...

upflow

...

velocity

...

was

...

too

...

high

...

for

...

the

...

tanks

...

or

...

if,

...

given

...

more

...

time,

...

a

...

floc

...

blanket

...

would

...

have

...

formed.

...

In

...

the

...

fourth

...

test,

...

there

...

was

...

no

...

spike

...

in

...

effluent

...

as

...

had

...

been

...

expected

...

from

...

the

...

first

...

three

...

trials.

...

The

...

plant

...

was

...

run

...

for

...

thirty

...

six

...

hours

...

with

...

no

...

significant

...

changes

...

in

...

effluent

...

quality

...

(figure

...

2).

...

No

...

evidence

...

of

...

a

...

floc

...

blanket

...

was

...

seen

...

in

...

the

...

plant

...

sludge

...

judge.

Wiki Markup
 
{float:border=2px solid black|width=600px}
!sedgraph.gif|width=600px!
h5. Figure 2
{float}

Although

...

the

...

plant

...

was

...

not

...

monitored

...

for

...

the

...

second

...

night,

...

it

...

did

...

not

...

rain,

...

no

...

changes

...

in

...

the

...

plant

...

conditions

...

were

...

observed

...

in

...

the

...

morning

...

and

...

the

...

influent

...

conditions

...

were

...

constant

...

before

...

and

...

after

...

the

...

test.

...

It

...

is

...

reasonable

...

to

...

assume

...

that

...

the

...

influent

...

and

...

effluent

...

did

...

not

...

significantly

...

change

...

in

...

the

...

night.

...


Finally

...

to

...

determine

...

if

...

there

...

was

...

a

...

floc

...

blanket,

...

water

...

was

...

siphoned

...

from

...

different

...

heights

...

in

...

the

...

sedimentation

...

tank.

...

The

...

turbidity

...

was

...

consistently

...

below

...

12

...

NTU

...

below

...

the

...

lamella.

...

However

...

the

...

exact

...

height

...

of

...

the

...

hose

...

was

...

never

...

determined

...

because

...

the

...

hose

...

was

...

slightly

...

buoyant

...

and

...

could

...

not

...

be

...

seen

...

below

...

the

...

lamella.

...

If

...

the

...

test

...

if

...

repeated,

...

the

...

hose

...

should

...

be

...

weighted

...

down

...

or

...

attached

...

to

...

a

...

rigid

...

pole

...

to

...

measure

...

the

...

turbidity

...

at

...

an

...

exact

...

depth.

Wiki Markup

\\ 
{float:left|border=2px solid black|width=300px}
!halflamella.jpg|width=300px!
h5. Figure 3: half the lamella were removed from the sedimentation tank
{float}

After

...

thirty

...

six

...

hours,

...

the

...

lamella

...

were

...

removed

...

from

...

the

...

tanks

...

(figure

...

3).

...

Other

...

than

...

the

...

initial

...

disturbance

...

of

...

removing

...

the

...

lamella

...

from

...

the

...

tank

...

the

...

water

...

was

...

fairly

...

clear.

...

It

...

was

...

possible

...

to

...

see

...

to

...

the

...

top

...

of

...

the

...

plates

...

resting

...

in

...

the

...

bottom

...

of

...

the

...

sedimentation

...

tanks.

...

Flocs

...

that

...

had

...

settled

...

in

...

the

...

channel

...

entering

...

the

...

sedimentation

...

tanks

...

were

...

swept

...

into

...

the

...

tank

...

in

...

an

...

attempt

...

to

...

see

...

where

...

they

...

were

...

going.

...

It

...

was

...

not

...

possible

...

to

...

see

...

what

...

happened

...

to

...

these

...

flocs.

...

However,

...

in

...

general

...

it

...

seemed

...

as

...

though

...

more

...

flocs

...

were

...

rising

...

in

...

the

...

middle

...

of

...

the

...

sedimentation

...

tanks

...

than

...

the

...

sides.

...

When

...

the

...

lamella

...

were

...

replaced

...

and

...

one

...

tank

...

was

...

shut

...

off

...

for

...

the

...

following

...

four

...

days,

...

there

...

was

...

no

...

measured

...

improvement

...

in

...

effluent

...

quality.

...

During

...

this

...

period

...

of

...

time

...

the

...

plant

...

influent

...

was

...

consistently

...

below

...

40

...

NTU

...

and

...

the

...

flocculator

...

was

...

working

...

well.

...

These

...

results

...

indicate

...

that

...

flocs

...

were

...

not

...

reaching

...

the

...

sedimentation

...

tanks

...

but

...

settling

...

out

...

in

...

the

...

flocculator,

...

and

...

the

...

channel

...

in

...

between

...

the

...

flocculator

...

and

...

the

...

sedimentation

...

tanks

...

during

...

the

...

thirty

...

six

...

hour

...

test.

...

Figure

...

4

...

shows

...

the

...

sludge

...

build

...

up

...

underneath

...

the

...

plates

...

in

...

the

...

sedimentation

...

tanks

...

after

...

a

...

month

...

without

...

cleaning.

...

Flocs

...

were

...

clearly

...

reaching

...

the

...

sedimentation

...

tanks

...

when

...

the

...

incoming

...

turbidity

...

was

...

higher

...

in

...

the

...

first

...

few

...

trials.

...

It

...

was

...

unclear

...

whether

...

or

...

not

...

a

...

floc

...

blanket

...

could

...

have

...

formed

...

at

...

high

...

incoming

...

turbidities.

...

One

...

tank

...

should

...

be

...

shut

...

off

...

at

...

night

...

when

...

higher

...

turbidities

...

are

...

coming

...

to

...

the

...

plant

...

to

...

see

...

if

...

a

...

floc

...

blanket

...

can

...

formed

...

in

...

a

...

system

...

as

...

complex

...

as

...

the

...

Cuatro

...

Communidades

...

sedimentation

...

tanks

...

given

...

more

...

time.

Wiki Markup
 

{float:border=2px solid black|width=300px}
!sludge.jpg|width=300px!
h5. figure 4: sludge settled below the plates in the bottom of the sed tank
{float}

However,

...

if

...

a

...

floc

...

blanket

...

can

...

be

...

formed

...

at

...

this

...

plant

...

given

...

ideal

...

conditions,

...

it

...

may

...

unreasonable

...

to

...

expect

...

that

...

one

...

can

...

be

...

maintained

...

at

...

this

...

plant.

...

The

...

amount

...

of

...

flocs

...

reaching

...

the

...

sedimentation

...

tanks

...

would

...

need

...

to

...

be

...

increased

...

to

...

ensure

...

that

...

the

...

floc

...

blanket

...

could

...

be

...

sustained

...

at

...

low

...

incoming

...

turbidities.

...

Also

...

the

...

plant

...

often

...

needs

...

to

...

be

...

shut

...

off

...

for

...

cleaning

...

or

...

minor

...

malfunctions,

...

at

...

this

...

point

...

the

...

floc

...

blanket

...

would

...

collapse.

...

If

...

the

...

effluent

...

turbidity

...

must

...

initially

...

spike

...

before

...

improving,

...

the

...

first

...

three

...

attempts

...

to

...

run

...

one

...

tank

...

show

...

that

...

it

...

takes

...

longer

...

for

...

the

...

floc

...

blanket

...

to

...

form

...

than

...

the

...

residence

...

time

...

of

...

the

...

communities'

...

water

...

storage

...

tank

...

and

...

their

...

water

...

demand

...

allows.

...