Method for neutralization of waste water The present invention is related to a method for neutralization of waste water from cleaning of flue gases emitted from power plants.
When S02 in flue gases is absorbed into seawater in a once through operation, the water is acidified. In order to improve the quality of effluent so that it can be discharged back to the sea, the added S02 has to be neutralized. The following methods of doing this neutralization has been described:
A. Continuous supply of a base (calcium based alkali) in order to neutralize the addition of acid.
B. Channelling the effluent through a limestone bed.
C. Use of large volumes of seawater (spent power plant cooling water) and the natural carbonate content of this water.
By use of method "A" it is difficult to have all the added alkali dissolved due to the high concentrations required. Not dissolved alkali may lead to an undesirable visible white plume at the cooling water outlet. The use of method "B" in practice will lead to low rate of dissolvent of the limestone and thereby a requirement of large areas. Replacement of the bed will be necessary from time to time, which is time consuming and expensive.
When large amounts of spent cooling water are used according to the method "C", there will from time to time occur problems due to the variations of the natural carbonate content caused by impact of currents and weather conditions.
Today the entire neutralization system has to be designed for the worst possible conditions. These conditions might appear 1 to 2 % of the time of the year, and be significantly worse than average conditions.
In similar shorter period of time, it may also be desirable to burn fuel with higher sulphur content than normal .
In such periods of time (maximum 10 % of the operation time), there will not be sufficient seawater available to neutralize all the absorbed sulphur dioxide.
The method according to the present invention is providing a possibility to add some additional alkalinity to the sea water during only under these rare upset conditions that
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might appear less than 10 % of the time of the year.
The above is achieved with the method according to the invention as described with the features stated in the claims . S02 is absorbed into sea water in an absorber tower. The effluent is normally neutralized only by the natural alkalinity in the seawater added in the absorber and the additional seawater mixed with the effluent prior to aeration.
The aeration basin (water flow and hold up time) is designed to maintain the required effluent pH for seawater alkalinity 's and sulphur in fuel occurring 90 % of the time of the year. In situations were sea water alkalinity is lower or when sulphur in fuel is higher than design, additional alkalinity in form of Ca(0H)2, or any other suitable base is added in the absorber sump or in the outlet pipe from the absorber. By adding the alkalinity in the absorber sump, or in the outlet pipe where pH is relatively low, the dissolution will go much faster, compared with an addition in the aeration basin, where pH is higher. The concentration of added Ca(0H)2 will be low, and any precipitation in the absorber sump will quickly be dissolved when the effluent is diluted with more seawater prior to aeration. Expensive and complicated auxiliary equipment for mixing are also avoided.
The addition of alkalinity is automatically controlled by continuous pH measurements in the aeration basin. The size of the aeration basin and required seawater flow can, according to the invention, be designed for normal sea water alkalinity and normal sulphur content in the fuel. This results in smaller plants than if the plant and the total sea water flow would have to be designed for a seldom occurring low alkalinity in the seawater, or seldom occurring high sulphur content in the fuel .
With the method according to the present invention, any drop in the alkalinity of the sea water or any increase of the sulphur content in the fuel will automatically be compensated by an addition of lime or any other suitable base.