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Residual water level

The level of water remaining in these systems usually has major effects on behavior. Some of these phenomena are due to mass action effects of water as a reactant. The equilibria of hydrolysis reactions become more favorable as water levels rise, and normally the rates increase as well. Low-water media are commonly selected in order to use hydrolytic enzymes to catalyze synthetic reactions. Hydrolysis will thus be an undesirable side reaction, or in many cases the direct reverse of what is wanted. There are also cases where hydrolysis reactions are wanted, and hence water mass action should be maximized (while keeping non-aqueous media for reasons of substrate solubility, for example). [Pg.264]

Water levels also have important general effects on enzyme behavior. If too little water is present, the catalytic activity of most enzymes falls dramatically. On the other hand, reduction in water levels often leads to an increase in enzyme stability. A decline in catalytic activity at high water levels is also commonly observed, with several possible explanations  [Pg.264]

It is often difficult to prepare systems of reproducible water content just by adding a known amount. Water from other sources may be significant as well as that added deliberately. Water may be introduced associated with reactants, solvents or the biocatalyst preparation. It can also enter from (or escape to) the environment. Furthermore, if the effects of other parameters are being studied, experiments at [Pg.264]

It is increasingly accepted that a better parameter to characterize the water levels in these systems is its thermodynamic activity. This is defined as 1 in pure water, and will take on lower values in the various reaction media. Water will tend to transfer between the various phases present until they all reach equal water activity. Hence the whole reaction mixture will tend to come to a single equilibrium value of water activity. This will reflect the amount of water in each phase. In particular, a given water activity will tend to correspond to a particular quantity of water associated with the enzyme molecules. Hence their behavior will be most simply related to water [Pg.265]

Even in terms of water activity, hydration effects are not quite so simple however. As well as the current value, enzyme behavior depends on the history of hydration to which the catalyst has been exposed. In other words, there can be strong hysteresis effects. Nevertheless, water activity values are usually the best basis to define the previous history reproducibly. [Pg.266]


It should be pointed out that these studies were carried out on pure proteins, without the benefit of formulation aids. Additives such as diluents and lubricants would certainly function to reduce the energy applied during the compaction process. However, although suitable for oral use, many orally acceptable diluents are toxic when used parenterally. Thus, the only variable that could be utilized for the compaction of a pure protein might be the residual water level in the protein itself. This information would probably be needed when formulating a compressed pellet for subdermal administration or some other parenteral route. [Pg.203]

With water-miscible solvents, the organic phase can be prepared at the desired water activity more conveniently by simple addition of water to the dry solvent. The water concentration required will be significant, and the amount of water added will be much larger than unintentional exchanges with the environment or residual water levels in the dried solvent. The relationship between water concentration and activity will be more or less fixed for a given solvent, and little affected by reasonably low concentrations of reactants. This will not be true for less polar solvents, where direct addition of water rarely gives reproducible hydration or water activity. Table 8-3 gives water contents of various solvents at different water activities. [Pg.267]

The residual water levels at NH, NL, and Np, the residual currents (the sum of the mean and fluctuating components), and the square of the E-W and N-S components of the wind speed measured at Stratford (assumed proportional to the components of the wind stress on the water surface, ay) are shown for the period of the storm in Fig. 4. The water levels at NH, NL, and Np rise while the wind has a strong easterly component the subsequent fall in level begins when a reverses. The times of the maximum and zero Alt for these three water level stations are nearly... [Pg.48]

For non-halogenated solvents, the obvious answer to the above question is that it depends — on the cosolvents, and how they are being used. But there is one key difference between management of residual water level in non-halogenated solvents and that in halogenated solvents. [Pg.153]

In BWRs, the fuel channels which enclose the rods of individual fuel assemblies impede in-core natural circulation. However, if the residual water level falls below the bottom of the BWR downcomer region while fuel is still heating up in the core region, a strong natural convection loop can be established from the core to the stean i separators and dryers with return to the core inlet via the downcomers. This is depicted in Figure 3.3-7. [Pg.312]

A central blockage would redirect steam flow outward in an open lattice (PWR) core. This is depicted in Figures 3.4-4 and 3.4-5 for residual water levels in and below the active core region respectively. The diversion of steam flow to the outer regions of the core could result... [Pg.323]

Since the salt content is directly related to the amount of residual water, the best desalters remove as much water as possible. Any device that removes water from oil can be used as a desalter. However, the majority of desalters employed are horizontal electrostatic treaters. These treaters will produce the lowest residual water level of all treaters. Figure 1.28 illustrates a horizontal electrostatic treater of the type typically used in desalting operations. Because very low water contents are required, the cmde is usually pumped through the desalter at pressures above its bubble-point. In addition, the temperature of the crude to be desalted is determined by upstream heat exchangers. Thus, there is need for an inlet degassing and heating section as shown in the typical oil field horizontal electrostatic treater discussed earlier. [Pg.76]

Kinetics of suspension PVC are identical to the kinetics of mass PVC, both increasing in rate with conversion (90). After polymerization to about 80—90% conversion, excess monomer is recovered, the slurry is steam-stripped in a column to a residual monomer level of about 0.0001% (10 ppm), excess water is centrifuged off, and the resin is dried with hot air. [Pg.502]

Gas turbine fuels can contain natural surfactants if the cmde fraction is high in organic acids, eg, naphthenic (cycloparaffinic) acids of 200—400 mol wt. These acids readily form salts that are water-soluble and surface-active. Older treating processes for sulfur removal can leave sulfonate residues which are even more powerful surfactants. Refineries have installed processes for surfactant removal. Clay beds to adsorb these trace materials are widely used, and salt towers to reduce water levels also remove water-soluble surfactants. In the field, clay filters designed as cartridges mounted in vertical vessels are also used extensively to remove surfactants picked up in fuel pipelines, in contaminated tankers, or in barges. [Pg.411]

Schollenberger added 2% of a polycarbodiimide additive to the same poly(tetra-methylene adipate) urethane with the high level of acid (AN = 3.66). After 9 weeks of 70°C water immersion, the urethane was reported to retain 84% of its original strength. Carbodiimides react quickly with residual acid to form an acyl urea, removing the acid catalysis contributing to the hydrolysis. New carbodiimides have been developed to prevent hydrolysis of polyester thermoplastics. Carbodiimides are also reported to react with residual water, which may contribute to hydrolysis when the urethane is exposed to high temperatures in an extruder [90]. [Pg.807]

Maximum Residual Disinfectant Level (MRDL) - The highest level of a disinfectant allowed in drinking water. There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants. [Pg.13]

The probable cause of the accident was overfilling due to level indicator failure. Water removal from carbon dioxide was not always sufficient to assure good pressure and level readings in the tanks. Residual water could cause meters to fail from ice formation. [Pg.29]

If the water is found fit for consumption, with respect to both its mineral and biological content, the problem of sanitization can still arise. Public supply invariably has a very small residual chlorine level. This suppresses biological growth and maintains water quality even when the line is stagnant. As with other forms of treatment, the scale of private supply is usually too small to allow good control of chlorinating equipment. [Pg.474]

It thus becomes necessary to preempt the problem by tightly controlling the FW pH, temperature, and residual hardness levels where MU water source contains a high silica level (say, over 20-30 ppm Si02). The location of FW line chemical injection points and the type of chemicals dosed also may influence the risk of silicate sludges and scales developing, and these factors may also need to be considered. [Pg.214]

Dishwashing foam stability performance of an LAS-based light-duty liquid (LDL) is strongly affected by the carbon chain distribution, by water hardness, and, under some conditions, by phenyl isomer distribution. Foaming characteristics of C)2 phenyl isomer blends have been reported previously for conditions where LAS is the single anionic surfactant in the formulation (phosphate-built laundry powder) and the level of residual water hardness is low [30,31]. Under these conditions the internal phenyl isomers of C,2 LAS gave better foam performance than the 2-phenyl isomer. [Pg.123]

In view of these potentials for major reductions in preservative efficacy, considerable effort has gone into attempts to devise equations in which one might substitute variously derived system parameters such as partition coefficients, surfactant and polymer binding constants and oil water ratios in order to obtain estimates of residual preservative levels in aqueous phases. Although some modestly successful predictions have been obtained for very simple laboratory systems, they have proved of limited practical value as data for many of the required parameters are unavailable for technical grade ingredients or for the more complex commercial systems. [Pg.367]

Please indicate which six of the following issues are the most important when considering the comfort and well-being of users and staff. (Air temperature, bacteria, chloramine levels in the water, chlorinous smells, clear water, fresh air, humidity, pH, residual disinfectant level, trihalomethanes, water temperature, water balance)... [Pg.139]


See other pages where Residual water level is mentioned: [Pg.92]    [Pg.264]    [Pg.265]    [Pg.267]    [Pg.269]    [Pg.271]    [Pg.273]    [Pg.50]    [Pg.50]    [Pg.489]    [Pg.494]    [Pg.91]    [Pg.323]    [Pg.326]    [Pg.92]    [Pg.264]    [Pg.265]    [Pg.267]    [Pg.269]    [Pg.271]    [Pg.273]    [Pg.50]    [Pg.50]    [Pg.489]    [Pg.494]    [Pg.91]    [Pg.323]    [Pg.326]    [Pg.552]    [Pg.189]    [Pg.489]    [Pg.89]    [Pg.494]    [Pg.213]    [Pg.505]    [Pg.541]    [Pg.538]    [Pg.345]    [Pg.360]    [Pg.552]    [Pg.810]    [Pg.1160]    [Pg.103]    [Pg.226]    [Pg.1457]   
See also in sourсe #XX -- [ Pg.264 ]




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