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Produced water treatment sizing

Once injection water treatment requirements have been established, process equipment must be sized to deal with the anticipated throughput. In a situation where water injection is the primary source of reservoir energy it is common to apply a voidage replacement policy, i.e. produced volumes are replaced by Injected volumes. An allowance above this capacity would be specified to cover equipment downtime. [Pg.258]

Most of the floeculation agent is removed with the floe, nevertheless, some question the safety of using alum due to the toxicity of the aluminum in it. There is little to no seientific evidence to back this up. Virtually all municipal plants in the US dose the water with alum. In bulk water treatment, the alum dose can be varied untU the idea dose is found. The needed dose varies with the pH of the water and the size of the particles. Increase turbidity makes the floes easier to produce not harder, due to the increased number of eollisions between partieles. [Pg.40]

The various formulatory raw materials necessary to produce these programs are available as either commodity, semispecialty, or specialty chemicals worldwide. Although today all water treatment companies, no matter their size or location, have virtually the same opportunities for materials sourcing, some depth of experience is required to provide blended (and branded) products that have genuinely beneficial properties and the potential for competitive differentiation. [Pg.386]

It is desirable to bring information included in earlier installments of this series into a format that can be used in selecting and sizing individual pieces of equipment needed for a complete water treating system. Federal regulations require that produced water from the free water knockout receive at least some form of primary treatment before being sent to a disposal or skim pile. Deck drainage may be routed to a properly sized disposal pile that will remove free oil. [Pg.178]

Electric sparks arising between metal granules of A1 or Fe in electric fields can be used for producing micro- and nano-sized hydroxide particles. These hydroxides possess a unique structure, and properties that can be efficiently used for water treatment and disinfection.10,11... [Pg.380]

Lee et al.(4,5,6) have studied the phenomenon of crystallite size growth and the post-treatment using carbon dioxide in Cu/ZnO-based methanol catalysts. They have concluded that the produced water is one of the most strongly suspected species promoting the crystallite size growth and the existence of ZnCO.3 slows down the rate of crystallite size growth in the liquid phase methanol synthesis. In the present study, novel catalysts with a long-term stability for the liquid-phase methanol synthesis process have been developed by the addition of hydrophobic materials. [Pg.521]

Suspended particles acquire an electrostatic charge, which, in water treatment, is usually negative. The charges produce a repulsion between particles, which tends to stabilise the suspension. In colloidal suspensions, which have a maximum particle size of less than 2 pm, this repulsion effectively prevents settling. [Pg.316]

The methods evaluated for KHI analyses are colorimetric, iodine complexation, and size exclusion chromatography (SEC). The colorimetric method is subject to intense interference by Cl, limiting its application for KHI determination in the presence of Cl blends. The iodine complexation method is chosen as a practical wet chemical method for KHI analysis.lt is modified to minimize the interferences due to brine concentration, corrosion inhibitor, condensate, and sulfide. However, the selectivity of the iodine complexation method is still not at the desired level. As an improvement to selectivity and accuracy, the SEC method is evaluated. The SEC method offers better selectivity and characterization of KHI. The characterization of molecular weight distribution is critical in the evaluation of treatment and removal efficiency of KHI in produced water streams. [Pg.391]


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See also in sourсe #XX -- [ Pg.193 , Pg.194 ]




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Produced water

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