9salts, Organics, Gases, dissolved – GE E4H Series User Manual

Page 15

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9

SALTS

CATIONS

Percent

Maximum

Percent Passage Concentration

Name

Symbol

Rejection (Avg)

Percent

Sodium

Na

+

94-96

5

5-10

Calcium

Ca

+2

96-98

3

*

Magnesium

M g

+2

96-98

3

*

Potassium

K

+1

94-96

5

5-10

Iron

Fe

+2

98-99

2

*

Manganese

M n

+2

98-99

2

*

Aluminum

Al

+3

99+

1

10-20

Ammonium

N H

4

+1

88-95

8

3-8

Copper

Cu

+2

98-99

1

10-20

Nickel

Ni

+2

98-99

1

10-20

Zinc

Zn

+2

98-99

1

10-20

Strontium

Sr

+2

96-99

3

-

Hardness

Ca & Mg

96-98

3

*

Cadmium

Cd

+2

96-98

3

10-20

Silver

Ag

+1

94-96

5

*

Mercury

Hg

+2

96-98

3

-

ANIONS

Chloride

Cl

-1

94-95

4

5-8

Bicarbonate

H C O

3

-1

95-96

4

5-10

Sulfate

S O

4

-2

99+

1

5-15

Nitrate

N O

3

-1

85-95

10

3-6

Fluoride

F

-1

94-96

5

5-8

Silicate

SiO

2

-2

80-95

10

-

Phosphate

P O

4

-3

99+

1

10-20

Bromide

Br

-1

94-96

5

5-8

Borate

B

4

O

7

-2

35-70**

-

-

Chromate

CrO

4

-2

90-98

6

8-12

Cyanide

C N

-1

90-95**

-

4-12

Sulfite

S O

3

-2

98-99

1

5-15

Thiosulfate

S

2

O

3

-2

99+

1

10-20

ORGANICS

Maximum

Molecular

Percent

Concentration

W eight

Rejection

Percent

Sucrose Sugar 342

99.9

30-35

Lactose Sugar

360

99.9

30-35

Protein

10,000 Up

99.9

50-80

Glucose

180

99.0

15-20

Phenol

94

***

-

Acetic Acid

60

***

-

Formaldehyde

30

***

-

Dyes

400 to 900

99.9

-

Biochemical

Oxygen Demand

(BOD)

90.0-99.9

Chemical

-

Oxygen Demand

(COD)

99.9

Urea

60

40-60

Reacts similar to

a salt

Bacteria & Virus

50,000 to

99.9+

500,000

-

Pyrogen

1,000

99.9+

-

to 5,000

*** Permeate is enriched in material due to preferential pas-

sage through the membrane.

GASES, DISSOLVED

Carbon Dioxide

C O

2

30-50%

Oxygen

O

2

Enriched in permeate

Chlorine

Cl

2

30-70%

To estimate passage of salts for membrane elements other than SEPA-
HR, take the passage for the SEPA-HR and multiply by the factor for the
passage for the particular membrane element. The factors are:

S E PA-SR is 1.6 times SEPA-HR passage
S E PA-PR is 2.5 times SEPA-HR passage

Operation of the SEPA-HR membrane element at pressures over 400 psig
(27.6 barg) will reduce salt passage slightly. Operation at 200 psig (13.8
bar) will increase the passage of monovalent ions by approximately 2.0
times and the passage of multivalent ions will increase by 1.5 times the
400 psig (27.6 bar) passage.

For SEPA membrane elements with larger pores than the SEPA-PR it is
recommended that actual tests be run prior to estimating the permeate
quality.

The maximum concentrations given in the table are the approximate
concentrations resulting in an osmotic pressure of 500 psi (34.5 barg)
for the solution.

Compounds such as CaSO

4

which have specific solubility limits can be

controlled with proper addition of dispersants. Check with the factory for
more information on Osmonics special line of dispersants

.

* Must watch for precipitation; other ion controls maximum

concentration

*

* Extremely dependent on pH; tends to be an exception to the

rule

The following are typical rejections and passages for various salts and
organics using the SEPA

fi

-HR membrane at 400 psig (27.6 bar) operat-

ing pressure. Modules made with this membrane, such as the OSMO

fi

-

HR, can be expected to give these same passages. As can be seen,
multivalent ions tend to have less passage than do monovalent ions. If
monovalent ions are combined with multivalent ions to form a salt, the
passage will be controlled by the multivalent ion. In RO all ions must be
combined as the salt form before passages can be considered.

For estimating purposes, to obtain the expected permeate quality when
handling a solution of salts, take a simple average of the feed concentra-
tion and the
concentrate concentration and multiply this figure by the average per-
cent passage to calculate the average concentration of the
permeate.Salts or organics that are complexed with organics of large
molecular weights will tend to act like the organics with which they are
complexed.

NOTE: The actual permeate water quality will vary with the inlet water quality and can only be veri-

fied by actual analysis of the permeate stream.

Figure 1.2

Typical Membrane Element

Rejections/Passages

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