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Comment: Migrated to Confluence 4.0

...

Inlet

...

Pipe

...

Calculations:

...

To

...

determine

...

the

...

diameter

...

of

...

the

...

inlet

...

pipe

...

we

...

used

...

the

...

constraint

...

that

...

the

...

maximum

...

shear

...

due

...

to

...

minor

...

losses

...

had

...

to

...

be

...

less

...

than

...

G

...

cell in

...

the

...

last

...

section

...

of

...

the

...

flocculator

...

(G

...

cell =

...

24/s).

...

The

...

predominant

...

minor

...

losses

...

from

...

the

...

inlet

...

pipe

...

will

...

occur

...

at

...

the

...

exit

...

point

...

and

...

the

...

elbow.

...

The

...

minor

...

loss

...

coefficient

...

for

...

the

...

elbow

...

is

...

0.9

...

and

...

the

...

exit

...

is

...

1.0

...

so

...

K

...

was

...

set

...

to

...

be

...

1.0

...

for

...

this

...

design.

...

The

...

equation

...

to

...

calculate

...

shear

...

due

...

to

...

minor

...

losses

...

in

...

a

...

pipe

...

is

...

shown

...

below.

...

This

...

equation

...

is

...

solved

...

for

...

D,

...

the

...

diameter

...

of

...

the

...

pipe

...

that

...

would

...

provide

...

shear

...

equal

...

to

...

G

...

cell.

...

The

...

equation

...

used

...

is

...

very

...

similar

...

to

...

the

...

equation

...

used

...

to

...

find

...

the

...

baffle

...

spacing

...

for

...

the

...

flocculator.

Include Page
Inlet Pipe Diameter
Inlet Pipe Diameter
Wiki Markup

{include:Inlet Pipe Diameter}
{float:right|border=2px solid black|width=200px}
{anchor:inlet}[!Floc_to_Sed.JPG|thumbnail!|width=200px!|Floc_to_Sed.JPG]
h5.Inlet Channels From the Floc Tank to the sedimentation tank.
{float}
Wiki Markup
{float:right|border=2px solid black|width=200px}
{anchor:inlet}[!Aerial_Floc_to_Sed.JPG|thumbnail!|width=200px!|Aerial_Floc_to_Sed.JPG]
h5.Inlet Channel From the Floc Tank to the sedimentation tank with lamella (aerial view).
{float}

Variables:

...


K

...

=

...

1.0

...

(minor

...

loss

...

for

...

an

...

exit)

...

  • This

...

  • equation

...

  • was

...

  • derived

...

  • from

...

  • a

...

  • series

...

  • of

...

  • substitutions

...

  • that

...

  • can

...

  • be

...

  • seen

...

  • above.

...

  • The

...

  • head

...

  • loss

...

  • term

...

  • that

...

  • is

...

  • found

...

  • in

...

  • the

...

  • above

...

  • derivation

...

  • is

...

  • assumed

...

  • to

...

  • include

...

  • only

...

  • minor

...

  • losses.

...

  • The

...

  • minor

...

  • head

...

  • loss

...

  • for

...

  • this

...

  • pipe

...

  • is

...

  • assumed

...

  • to

...

  • be

...

  • the

...

  • dominating

...

  • factor

...

  • because

...

  • the

...

  • pipe

...

  • is

...

  • designed

...

  • to

...

  • be

...

  • relatively

...

  • short

...

  • in

...

  • length

...

  • and

...

  • the

...

  • bends

...

  • and

...

  • exit

...

  • are

...

  • our

...

  • major

...

  • sources

...

  • of

...

  • shear,

...

  • the

...

  • primary

...

  • locations

...

  • where

...

  • floc

...

  • break

...

  • up

...

  • would

...

  • occur.

...

  • The

...

  • velocity

...

  • equals

...

  • Q/A

...

  • for

...

  • the

...

  • pipe.

...

  • The

...

  • residence

...

  • time

...

  • term

...

  • is

...

  • found

...

  • to

...

  • be

...

  • the

...

  • volume

...

  • over

...

  • the

...

  • flow

...

  • rate

...

  • through

...

  • that

...

  • volume.

...

  • The

...

  • volume

...

  • used

...

  • was

...

  • assumed

...

  • to

...

  • be

...

  • the

...

  • cross

...

  • sectional

...

  • area

...

  • of

...

  • the

...

  • pipe

...

  • times

...

  • 2

...

  • diameters

...

  • of

...

  • the

...

  • pipe.

...

Note:

...

Initially

...

during

...

preliminary

...

design

...

with

...

a

...

large

...

tank,

...

we

...

were

...

using

...

55

...

L/min

...

as

...

the

...

plant

...

flow

...

rate,

...

and

...

the

...

required

...

pipe

...

diameter

...

was

...

5.11

...

to

...

achieve

...

the

...

desired

...

G

...

cell value.

...

Due

...

to

...

the

...

cost

...

of

...

15.24cm

...

(6")

...

bulkhead

...

fittings

...

(nearly

...

$300),

...

we

...

had

...

to

...

find

...

an

...

alternative

...

design.

...

We

...

decided

...

to

...

lower

...

the

...

flow

...

until

...

a

...

pipe

...

with

...

inlet

...

diameter

...

equal

...

to

...

10.16cm

...

(4")

...

was

...

achieved.

...

We

...

found

...

that

...

the

...

maximum

...

flow

...

for

...

these

...

conditions

...

is

...

24

...

L/min,

...

so

...

we

...

changed

...

the

...

flow

...

rate

...

of

...

the

...

sedimentation

...

tank.

...

The

...

option

...

of

...

multiple

...

inlets

...

was

...

considered

...

but

...

this

...

was

...

discarded

...

because

...

then

...

2

...

-

...

4

...

bulk

...

head

...

fittings

...

would

...

be

...

needed.

...

Thus,

...

the

...

overall

...

flow

...

of

...

the

...

tank

...

was

...

lowered

...

and

...

a

...

smaller

...

tank

...

was

...

chosen.

...