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Zero Flow

The basic equation of fluid statics is a limited form of Eq. 5.7. If we apply that equation between any two points in a fluid at rest, there is no external work or friction so [Pg.143]


The relationship between flow and tubercle growth is dichotomous. Low flow may stimulate growth, but zero flow (so that water contacting... [Pg.43]

Unloaded speed-torque curve (zero flow through compressor)... [Pg.274]

The flare system shall be designed for zero flow to maximum flow. [Pg.304]

NEUTRAL OR NO FLOW Rotating the hner still further, a point is reached where displacement volumes above and below the rotor are equalized This causes as much liquid to be returned over the lop as is brought forward across the bottom resulting in zero flow... [Pg.216]

Figure 7-5B. Safety relief valve mechanism as connected to a non-flow (zero flow) pilot safety relief valve. By permission, Anderson Greenwood and Co. Figure 7-5B. Safety relief valve mechanism as connected to a non-flow (zero flow) pilot safety relief valve. By permission, Anderson Greenwood and Co.
Let us approximate the boundary condition at = 0 that can be declared to be the condition of the zero flow at r = 0 w(0) = 0. We are going to show that the difference boundary condition... [Pg.189]

For zero flow of liquid into the tank and assuming constant density conditions, the total mass balance equation, becomes... [Pg.30]

A simple experiment serves to demonstrate that flow introduces a range of conversions within this fixed bed. Following the standard pre-treatment of the bed, the bed was used (a) to perform a batch reaction (i.e., under zero flow conditions), and (b) flow was then introduced to the bed and the reaction operated continuously until steady state had been achieved, at which point the conversion... [Pg.597]

The relation between flow and head for a slurry pump may be represented approximately by a straight line, the maximum flow at zero head being 0.0015 m3/s and the maximum head at zero flow 760 m of liquid. Using this pump to feed a slurry to a pressure leaf filter,... [Pg.78]

Qtc is zero because Qx 0. Thus, for zero flow rate, the equation reduces to the well-known Tate s law, which is used for finding the surface tension of liquids by the pendent drop or the forming bubble method. [Pg.298]

An alternative approach to estimating the point at which dialysis sampling does not influence extracellular analyte concentrations is extrapolation to zero flow (Jacobson et al., 1985). The flow rate within or between... [Pg.229]

As flow rates decrease, the perfusion medium in the probe approaches equilibrium with the ECF (Wages et al., 1986). Therefore, the dialysate concentration of an analyte sampled at very lowflow rates more closely approximates the concentration in the extracellular environment (Menacherry et al., 1992). Like no net flux and the zero flow models, this is another steady-state analysis with limited application to transient changes based on behavior or pharmacological manipulations. However, the advent of new techniques in analytical chemistry requiring only small sample volumes from short sampling intervals may signal a potential return to the low flow method. [Pg.230]

Fig. 9. Example of a DANTE-type velocity image of water flowing through a pipe. H 2-D image of a 2.0mm-thick longitudinal slice at (a) zero flow rate, and (b) a flow rate of 486cm min . Flow is from left to right. Fig. 9. Example of a DANTE-type velocity image of water flowing through a pipe. H 2-D image of a 2.0mm-thick longitudinal slice at (a) zero flow rate, and (b) a flow rate of 486cm min . Flow is from left to right.
Since 0 is bounded the stationary solution does not have zero flow as in (3.6), but instead one has the condition that P must be a periodic function of 0. Find the stationary solution and the corresponding flow and derive from it the average angular velocity <0>s. [Pg.203]

A general conclusion that can be made after analyzing the flow behavior of these diverse materials is that wall-slip is affected by pressure. The onset of slip occurs at a certain applied stress (slip velocity must be zero at zero flow) and slip effects are lost above a certain higher stress. It is possible that the onset and the disappearance stress levels for wall-slip could be material specific for a given flow surface conditions. However, little work has been reported using wall-slip as a material characterization parameter. [Pg.288]


See other pages where Zero Flow is mentioned: [Pg.111]    [Pg.67]    [Pg.795]    [Pg.79]    [Pg.185]    [Pg.361]    [Pg.98]    [Pg.258]    [Pg.238]    [Pg.238]    [Pg.357]    [Pg.273]    [Pg.228]    [Pg.72]    [Pg.79]    [Pg.274]    [Pg.405]    [Pg.228]    [Pg.219]    [Pg.228]    [Pg.229]    [Pg.230]    [Pg.15]    [Pg.701]    [Pg.724]    [Pg.312]    [Pg.207]    [Pg.202]    [Pg.36]   


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Current flow measurements zero resistance ammeter

Extrapolation, zero flow

Flow rate zero-point

Pressure zero flow

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