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Rate and time for mixing

The mixing time will be that required for the mixture composition to come within a specified deviation from the equilibrium value and this will be dependent upon the way in which the tracer is added and the location of the detector. It may therefore be desirable to record the tracer concentration at several locations, and to define the variance [Pg.298]

Several experimental techniques may be used, such as acid/base titration, electrical conductivity measurement, temperature measurement, or measurement of optical properties such as refractive index, light absorption, and so on. In each case, it is necessary to specify the manner of tracer addition, the position and number of recording stations, the sample volume of the detection system, and the criteria used in locating the end-point. Each of these factors will influence the measured value of mixing time, and therefore care must be exercised in comparing results from different investigations. [Pg.299]

For a given experiment and configuration, the mixing time will depend upon the process and operating variables as follows  [Pg.299]

Using dimensional analysis, the functional relationship may be rearranged as  [Pg.299]

For geometrically similar systems, and assuming that the Froude number DN2/g is not important  [Pg.300]


Double the flow rates in the vessel and note the influence on the time for mixing. [Pg.470]

Figure 2 Chemiluminescence intensity (/CL) as a function of time (t) for A, a reaction whose rate is much slower than the time for mixing of the reagents, and B, a reaction whose rate is comparable to the mixing time. Figure 2 Chemiluminescence intensity (/CL) as a function of time (t) for A, a reaction whose rate is much slower than the time for mixing of the reagents, and B, a reaction whose rate is comparable to the mixing time.
Most of the indices of the mixing capacity in the left-hand side column in Table 2.1 are related to the mixing rate—residence time for the flow system (e.g., ratio of the standard deviation of the probability density distribution of the residence time to the average residence time residence time is the stay time of the inner substance in an equipment), circulation time for a batch system (e.g., ratio of the standard deviation of the probability density distribution of the circulation time to the average circulation time circulation time is the time required for one circulation of the inner substance in an equipment), mixing time (e.g., the time required for the concentration of the inner substances at a specific position in the equipment to reach a final constant value within some permissible deviation), and so on. [Pg.23]

Comparing the log-scaled TBB breakthrough plots vs time for mixed M and separated S beds of activated carbon and molecular sieve without or with water vapour, it can be affirmed that separated activated carbon/molecular sieve bed ( S ) is more effective than mixed ( M ). In the case of cyclohexane breakthrough a negative effect caused by mixing of activated carbon with molecular sieve is observed. This effect is probably caused by the different linear flow rates for TBB and CHX on the breakthrough experiments. [Pg.419]

Figure 5. Determination of the cuvette volume, the time for mixing the reactants, and the time for emptying the cuvette. The cuvette used in this experiment (Fig. 2A) has a path of 6 mm. By injecting 8 pi of 2.16mAf Hb02 solution (first arrow) the extinction increases by 0.672 units, and from this the calculated cuvette volume is 2.16 x 34 x 0.6 x 8/0.672 = 525 pi. The second arrow indicates the start of the cuvette emptying, at a rate of the pump of 4 ml/min. (Inset) Calculation of the first-order rate constant and tU2 for the cuvette emptying. Figure 5. Determination of the cuvette volume, the time for mixing the reactants, and the time for emptying the cuvette. The cuvette used in this experiment (Fig. 2A) has a path of 6 mm. By injecting 8 pi of 2.16mAf Hb02 solution (first arrow) the extinction increases by 0.672 units, and from this the calculated cuvette volume is 2.16 x 34 x 0.6 x 8/0.672 = 525 pi. The second arrow indicates the start of the cuvette emptying, at a rate of the pump of 4 ml/min. (Inset) Calculation of the first-order rate constant and tU2 for the cuvette emptying.
On the engineering content side. Chapter 2 begins with the word statement of the conservation of mass and its equivalent mathematical statement in the form of a rate equation. In teaching this material, it has been my experience that the conservation of mass needs to be introduced as a rate equation with proper dimensional consistency and not as a statement of simple absolute mass conservancy. Moreover, this must be done literally from day one of the course. The reasons are purely pedagogical. If mass conservation is introduced in terms that are time independent per the usual, then problems arise immediately. When rate equations are what is actually needed, but the statement has been learned in non-rate terms, there is an immediate disconnect for many students. The problems that come of this are readily predictable and usually show up on the first quiz (and often, sadly, on subsequent ones) — rate terms are mixed with pure mass terms, products of rates and times are used in place of integrals etc. [Pg.527]

The experiments needed to assign the resonances, determine the molecular stmcture, and characterize the cluster electronic stmcture are the same as those employed for paramagnetic metalloproteins in general, " which, in turn, are largely the same as those employed for comparable diamagnetic proteins,with the exception that faster repetition rates and much shorter mixing times are necessary to characterize the cluster environment. Since nuclear relaxation times can vary from 1 ms to several seconds in a cubane a range of experimental... [Pg.362]

By comparing it with the theoretical mixing time, the energetic efficiency of mixing >1 ) can be defined as the ratio between shear rate effectively used for mixing and total shear rate used for the flow ... [Pg.172]

The failure criteria are defined by maximum tolerable temperature dependent DoO values. As stated earlier the limits are independent of the time of re-oxidation and air flow rate. However, these parameters may be important for system operation. In intended redox cycles upon system shut-down a well defined volume of air will be applied to the anode side of the cell until the system is cooled down. If air flow rate and time of re-oxidation can be controlled together with temperature, the DoO can be minimized. This shows Fig. 6. In two sets of experiments at 600 and 800°C samples based on 1.5 mm Coat-Mix substrates were re-oxidized with a total air volume of 18 1. The air volume was applied to the cells in various combinations of air flow rate and time of re-oxidation. The results show, that it is beneficial to apply the air in the shortest possible time with the highest possible flow. At 800 C the complete re-oxidation after 60 min with a flow of 300 ml/min could be reduced to less than 75% by applying the volume in 15 min with a flow of 1.2 1/min. At 600°C re-oxidation for 120 min and a flow rate of 150 ml/min resulted in a DoO of about 80%. After 15 min with 1.2 1/min the DoO stayed under 30%. So the choice of a reasonable combination of time of re-oxidation and air flow rate can be crucial for the mechanical integrity of the cell. In this sense both time of re-oxidation and air flow rate are important parameters for intended and controlled re-oxidation. Again an explanation for this will be given in the discussion section. [Pg.38]

There is considerable latitude available for controlling the rate and temperature for the curing process, by selection of initiator. Those used for repair kits and hand lay-up work usually are active at room temperature, and reaction begins as soon as the resin and hardener (initiator) are mixed. There is enough time to perform the application and shaping operations before the reaction renders the mix too stiff to handle. [Pg.162]

For experiment, 16t vibrating rolling machine is used. The laying thickness of soil is 350-450 mm, the maximum dry density at the compaction area of rammed soils is controlled to be 1.60 g/cm, the maximum dry density of cement mixing with soil is controlled to be 1.605 g/cm, compaction coefficient is controlled to be 0.93, guarantee rate shall reach 90% or above and times for compaction of each layer is 6-10. [Pg.496]


See other pages where Rate and time for mixing is mentioned: [Pg.298]    [Pg.889]    [Pg.298]    [Pg.298]    [Pg.889]    [Pg.298]    [Pg.233]    [Pg.356]    [Pg.552]    [Pg.322]    [Pg.144]    [Pg.139]    [Pg.129]    [Pg.294]    [Pg.27]    [Pg.552]    [Pg.217]    [Pg.140]    [Pg.159]    [Pg.9]    [Pg.2721]    [Pg.1269]    [Pg.2283]    [Pg.1699]    [Pg.457]    [Pg.299]    [Pg.508]    [Pg.211]    [Pg.66]    [Pg.218]    [Pg.363]    [Pg.157]    [Pg.232]    [Pg.141]    [Pg.183]    [Pg.32]    [Pg.827]    [Pg.344]   
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For mixing

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