Reverse Osmosis Plant - Exporter, Importer, Manufacturer, Service Provider, Faridabad, India
CLEAR-ION EXPERTS (P) LTD.
 
   
 
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Product Code : C-12

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Product Specification

TECHNICAL DATA & PROCESS WRITE UP FOR REVERSE OSMOSIS PLANT

Reverse osmosis systems works as here under :-

The liquid has tendency to flow from low concentration to high concentration through a semi permeable membrane, in the Osmosis Process. In reverse osmosis the direction of flow  is reversed by increasing the pressure at high concentration liquid side than the low concentration side, which results in the reversed flow of the liquid from high concentration to low concentration, through a semi permeable membrane, leaving behind dissolved minerals.

 The above semi permeable membrane for reverse osmosis application consists of a polymeric material, which is several thousand Angstroms thick, thin film.

There are two major groups of polymeric materials, which can be used to produce satisfactory reverse osmosis membranes: cellulose acetate (CA) and polyamide (PA). The performance of membrane elements in reverse osmosis systems is affected by the feed water composition, temperature, pressure and permeate recovery ratio.

 

 

The feed water, depending on its source, may contain suspended solids and dissolved matter, in varying concentrations. Suspended solids may consist of inorganic particles, colloids and biological debris such as microorganisms and algae. Dissolved matter may consist of highly soluble salts, such as chlorides, and sparingly soluble salts, such as carbonates, sulfates, sulfates, and silica. During the RO process, suspended particales may settle on the membrane surface, thus blocking feed channels and increasing friction losses (pressure drop across the system Sparingly soluble salts may also precipitate from the concentrate stream, create scale on the membrane surface, and result in lower water permeability trough the RO membranes. Threrefore, the feed water pretreatment, to improve its quality to the level, which would result in reliable operation of the RO membranes is must. The common indicators of suspended particles used in the RO industry are turbidity and Silt Density Index (SDI) The maximum limits for turbidity are 1 NTU and SDI of 4. In the continuous operation of an RO system with feed water, the average values of turbidly and SDI in the feed water should not exceed 0.5 NTU and 2.5 SDI units, respectively. The indicators of saturation levels of sparingly soluble salts in the concentrate stream are the Langley Saturation Index (LSI) and saturation rations. Negative values of LSI indicate the possibility of calcium carbonate precipitation. The saturation ratio is the ratio of the product of the actual concentration of the ions in the concentrate stream to the theoretical solubilitys of the salts at a give conditions of temperature and ionic strength. These ratios are applicable mainly to sparingly soluble sulfates of calcium, Barium and Strontium. Silica could also be a potential scale forming constituent. Depending on the raw water quality, the pretreatment process mainly consists of removal of the followings:- 

  •  SUSPENDED SOLIDS OR TURBIDITY

  • DISINFECTION

  • REDUCTION OF ALKALINITY, BY PH ADJUSTMENT.

  • ADDITION OF SCALE INHIBITOR OR SOFTENIG.

  • RESIDUEL FREE CHLORINE REMOVAL.

  • STERILIZATION.  

Seldom Chlorination may be used to oxidize iron and manganese in the well water before filtration of biological removal.

  • RO system consists of the following basic components:-

  • Feed water supply unit.  

  • Pretreatment systems. 

  • High pressure pumping units

  • Membrane element assembly unit.

  • Instrumentation and Control System.

  • Permeate treatment and storage unit.

  • Cleaning unit.

CIEPL has the ability to provide all the basic components, as illustrated, as above in accordance, with the individual end users requirement.

CLEANING AND DISINFECTION OF RO MEMBRANES Fouling of RO membranes is more or less a normal phenomenon in most RO Systems. Since the pre-treatment of the feed water prior to the RO membrane is basically designed to reduce fouling substances as much as possible but technically it could not remove all of them. Fortunately, with correct cleaning procedure, most foulants can be removed from the membrane. The cleaning frequency could be minimised as long as the pre-treatment is well maintained without upset conditions such as an uncontrolled change in feed water composition and uncontrolled biological contamination. Sometimes mistakes in the system operation such as too high recovery and failure of chemical dosing systems and could end up with fouling the membrane.

The fouling of membrane surfaces results in lower permeate flow rate and/or lower salt rejection. Increased pressure drop between the feed and concentrate side can also occur from the fouling. Cleaning the fouled membranes can be accomplished by suitable cleaning agents at alkaline (Upto pH12) and acidic(pH2) conditions because RO membranes are stable at the pH conditions and at an elevated temperature (45LC).

Many foulants such as clay-type soils and metal hydroxides, can compact with time as the foulant layer increases in thickness. As the foulants compact, it will become more difficult to remove them during cleaning. Thus, the time of cleaning must not be delayed too long.

Time for cleaning

Elements should be cleaned immediately when one of the following symptoms is detected:

Loss of 10 to 15% in normalised permeate flow rate.

Decrease to 0.5% in salt rejection.

The differential pressure (Feed pressure - concentrate pressure) P increases by 15% from the reference conditions (initial performance established during the first 24 to 48 hours of operation).

It should be noted that it is important to normalise flow and slat content of the permeate according to the normalization procedure.

Cleaning tank and other equipment

The mixing tank for cleaning agents should be made of polypropylene 04 FRP with is resistant to pH in the range of 1 to 12. The cleaning agents work better at an elevated temperature. (e.g. 35-4LC). The cleaning temperature should not be below 15LC at which the cleaning rate is very slow. Cooling may also be required to avoid overheating. So heating and cooling equipment may be necessary to control the temperature of the cleaning solution.

The size of the tank needs to be large enough to contain the volume of the cleaning solution approximately equal to the volume to the pressure vessel plus the volume of the feed and return pipes. If it is difficult to calculate the exact volume of the pipes, it can be assumed to be about 20% of the vessel volume. Appropriate pumps, valves, flow meters and pressure gauge should be installed to control the flow.

Cleaning procedur

  1. Fill the cleaning tank with RO permeate water. The volume of cleaning solution should be sufficient to fill all the pressure vessels and pipe lines. Add the calculated amount of the cleaning chemicals to the tank. Use a mixer or recirculate the solution with the transfer pump to ensure that all chemicals are dissolved and well mixed before circulating the solution to the elements.
  2. Drain most of the water from the RO system to prevent the dilution of the cleaning solution by water within the RO system.
  3. Heat the solution to the temperature recommended by the manufacturer to improve cleaning effectiveness.
  4. Pump the preheated cleaning solution to the vessel at conditions of low flow rate (About half of that shown table 1) and low pressure to displace the process water remaing in the vessel. Pump the displaced water until the presence of the cleaning solution is evident in the RO concentrate system or in the return pipe  indicated by the pH and temperature of the cleaning solution. Adjust flow role and pressure according to the Table. Open the RO concentrate throttling valve completely to minimize operating pressure during cleaning. Use only enough pressure to recirculate the cleaning solution without permeate coming out.

 

Element Diameter (in) 

 

Maximum Feed (gpm) 

 

Flow Rate (m3/h)

 

2.5

5

1.1

4

10

2.3

8

40

9

5. Recycle the concentrate to the cleaning solution tank until the desired temperature is maintained throughout the system. Observe any increase in the turbidity to judge  efficiency of the cleaning solution, especially in the case of an alkaline cleaning solution or detergent solution. If the cleaning solution becomes turbid or colored, drain the solution and restart with a freshly prepared cleaning solution. Check the pH during acid cleaning. The acid is consumed when it dissolved inorganic precipitates, if the pH increases more than 0.5 pH unit, add more acid.

6. Turn the pump off and allow the elements to soak in the cleaning solution. Sometimes a soak period of about 1 hour is sufficient. For severe fouling, an extended soak period is necessary: soak the elements for 10-15 hours. To maintain a high temperature during an extended soak period, use a slow recirculation rate (about 10% of that shown in Table)

7. Circulate the cleaning solution at  the rates shown in Table 1 for 30 - 60 minutes. The high flow rate flushes out the flushes loosened from the membrane surface by the cleaning. If the elements are heavily fouled, a flow rate 50% higher than shown in Table 1 may aid cleaning. At higher flow rates excessive pressure drop may be a problem. The maximum recommended drops are 1.4bar (20psi) per element or 4.1 bar (60psi) per multi-element vessel. The direction of flow during cleaning must be the same as during normal operation to avoid telescoping of the elements.

8. Drain the used cleaning solutions out of the system. Analyse a sample of the used solution to determine the types and the amount of substances (fouling materials) removed from the membrane elements. The results could tell the degree of cleaning and the causes of fouling.

9. RO permeate or good quality water (filtered. SDI<3), free of bacteria and chloine, conductivity <10,000 s/cm is used for flushing out the residual cleaning solution. The minimum flush out temperature is 200C to prevent precipitation.

 10. The RO Plant is started up again resuming normal operating conditions. However, the permeate must be drained until conductivity and pH returns to normal. And also the permeate side draining is necessary when another cleaning cycle with another cleaning chemical is to follow. During the rinse out step the operating parameters should be noted to judge the cleaning efficiency and to decide if another cleaning is required. If the system has to be shutdown after cleaning for longer than 24 hours, the elements should be stored in a preservation solution such as 1% sodium bisulfite and 0.5% formaldehyde. For multi-array systems, cleaning should be carried out separately for each array. This can be accomplished either by using one cleaning pump and operating one at a time, or using separate cleaning pump for each array.

  Cleaning Chemicals

 

Choosing right cleaning chemicals is important since harsh and frequent cleaning will shorter the membrane life, and sometime a wrong choice of cleaning chemicals cab worsen the fouling situation. The cleaning will be more effective if it is tailored to the specific fouling problem. Therefore the type of foulants should be determined prior to cleaning. There are helpful ways to determine the type of foulants as shown below.Analyse the plant Performance data:-

Analyse the feed water to find potential fouling substances:-

Check the analytical results of previously spent cleaning solutions, which may indicate specific fouling substances:-

 Analyse the foulants collected with a membrane filter used for SDI measurement.

 Analyse the deposits on the cartridge filter.

 Inspect the inner surface of the feed line tubing and the feed end scroll of the RO element. If it is reddish-brown, fouling by iron is possible. Biological fouling or an organic material deposit is often slimy or gelatinous.

Table lists suitable cleaning chemical depending on the type of foulants. The acid cleaners are to redissolve inorganic deposits including iron, while the alkaline cleaners are to remove organic fouling including biological matter. Sulphuric acid should not be used for cleaning because of the risk of calcium sulfate scaling.

For the preparation of the cleaning solutions, RO permeate is preferred, but prefiltered raw water may be used. The raw water could have some buttering ability, so more acid or hydroxide may be needed to reach the desired pH level, which is about 2 for acid cleaning and about 12 for alkaline cleaning at 300C, respectively. At 350C, the pH unit is in the range of 2 to 11 and at 500C the allowable pH range is 3 to 10.

Foulant

Cleaning Chemicals 

Comments 

Inorganic salts

CaCO3, CaSO4, BaSO4

0.2% Hydrochloric Acid

0.5% Phosphoric Acid

2.0% Citric Acid

Best

O.K.

O.K.

Metal Oxides (Iron)

0.5% Phosphoric Acid

1.0% Sodium Hydrosulphite

Good

Good

Inorganic Colloids

(Silt)

0.1% Sodium Hydroxide (NaOH), 300C

0.025 Sodium Dodecylsulphate

0.1% NaOH, 300C

Good

Good

Biofilms

0.1% Sodium Hydroxide, 300C

1.0% Sodium Ethylene Diamine Tetra

Acetic Acid (Na, EDTA)

And 0.1% NaOH, 300C

Best

Best when biofilm

Contains inorganic

Organics

0.025% Sodium Dodecyisulphate

0.1% NaOH, 300C

0.1% Sodium Triphosphate

1.0% No4 EDTA

Good

Good

Silica

0.1% Sodium Hydroxide, 300C

1.0% Sodium Ethylene Diamine Tetra

Acetic Acid (Na4 EDTA) and

0.1% NaOH, 300C

O.K.

O.K.

Table shows the working formula for cleaning solutions, but brand name cleaning chemicals are frequently used in the field rather than self-made formulations. Most of the brand name chemicals are compatible with membranes in short term test. The long term compatibility test including cleaning efficacy test should be carried out. In the mean time, they can be used as long as the membrane performance is carefully monitored to detect any long term effects at an early stage. In any event, make sure that the brand name chemicals do not contain cationic and non-ionic surfactants, and the pH of the cleaning solution from the chemicals does not exceed the limits at the specified temperature.

 If the RO system suspected to be infected by bacteria or mold, e.g. slimy deposit or rotten smell, a disinfection should be performed after the cleaning. The procedure is the same as for cleaning, except the high flow pumping step.

Commonly used disinfectants are formaldehyde, hydrogen peroxide, peracetic acid and chlorine. Quarternary ammonium disinfectants iodine, and phenolic compounds should not be used because they cause flux losses.

 The effective concentration of formaldehyde is in the range of 0.5 to 3% Care should be taken in handling this chemical since it is considered a carcinogen.

 A 400ppm peracetic acid solution (also containing 2000ppm of hydrogen peroxide) Can be used to disinfect the RO system. The biocidal efficacy of peracetic acid is much higher than hydrogen peroxide. Care must be exercised not to exceed the 0.2% concentration as a sum of both compounds.

However when hydrogen peroxide is employed alone upto 0.2% concentration, the pH of the solution is preferably adjusted to be 3. This will ensure optimal biocidal effect and minimum damage to the membrane. If an alkaline cleaning has preceded disinfection,  acid rinsing is recommended for both sides of the membrane. Additionally, hydrogen peroxide can attack the membrane more aggressively at temperature above 250C and in the presence of transition metals such as iron and manganese.

Membranes and withstand short-term exposure to free chlorine (hypo chlorite). However, eventual degradation may occur after 200-1000 hours of exposure to one ppm chlorine, depending on feed water characteristics, e.g. pH and the presence of heavy metals. Thus Chlorine is not recommended for disinfecting the membrane, but can be used in the pre-treatment prior to the RO elements.

Disinfection using chloramines, Chloramines-T and N-chloroiso-cyanurate is not recommended, since their effectiveness as disinfectants at low concentration (,3mg/) is limited and the compound can also slowly damage the membranes.

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