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Pressure drop final

Hydrate formation is possible only at temperatures less than 35°C when the pressure is less than 100 bar. Hydrates are a nuisance they are capable of plugging (partially or totally) equipment in transport systems such as pipelines, filters, and valves they can accumulate in heat exchangers and reduce heat transfer as well as increase pressure drop. Finally, if deposited in rotating machinery, they can lead to rotor imbalance generating vibration and causing failure of the machine. [Pg.173]

Pressure drop, final The value to which the filtration performance is measured in order to classify the filter... [Pg.1468]

Pressure drop, final recommended The manufacture recommended operating pressure drop of a filter at rated flow conditions. [Pg.1468]

The basic adsorption process design. Sub-tasks within that include the adsorbent selection, made in view of aU of the requirements imposed on the dehydration process. The adsorption step time, regeneration and cooHng step times all need to be settled and these in view of mechanical details. The overall vessel configuration, for example, the vessel ID and length, which quantities are typically sized based on pressure drop. Finally we need to make some estimate of the expected service Hfetime for the adsorbent product. [Pg.288]

The total pressure drop finally results from the sum of frictional and hydrostatic pressure losses. [Pg.280]

Fig. 3.12. Arc height (or centrepoint deflection) as a function of water pressure measured in a burst test on a 2.5 mm thick HDPE geomembrane (Kreiter and Hut-ten 1990). The clamp free diameter was 1050 mm. The pressure was stepwise increased by 0.2 bar (0.02 N/mm ) per two minutes. The material starts to yield at approximately 1.3 bar (0.13 N/mm ). When yielding has started, the rate of water flow is not sufficient to compensate for the volume increase under the geomembrane the pressure drops. Finally, the yielded range tears the test ends with a spectacular water fountain. The small diagram shows the decrease in the thickness of the geomembrane in the centre of the arched test specimen... Fig. 3.12. Arc height (or centrepoint deflection) as a function of water pressure measured in a burst test on a 2.5 mm thick HDPE geomembrane (Kreiter and Hut-ten 1990). The clamp free diameter was 1050 mm. The pressure was stepwise increased by 0.2 bar (0.02 N/mm ) per two minutes. The material starts to yield at approximately 1.3 bar (0.13 N/mm ). When yielding has started, the rate of water flow is not sufficient to compensate for the volume increase under the geomembrane the pressure drops. Finally, the yielded range tears the test ends with a spectacular water fountain. The small diagram shows the decrease in the thickness of the geomembrane in the centre of the arched test specimen...
The test results reported show the advantages of pressure filtration quite clearly, ie, the dry cake production capacity obtained with the test soHds (coal suspensions) was raised 60 or 70% and the final moisture content of the cake reduced by as much as 5 to 7% by increasing the pressure drop from 60 to 200 kPa. Further increases in the operating pressure bring about less and less return in terms of capacity and moisture content. [Pg.406]

Retrofitting features of the more efficient reactor types have been the principal thmst of older methanol plant modernization (17). Conversion of quench converters to radial flow improves mixing and distribution, while reducing pressure drop. Installing an additional converter on the synthesis loop purge or before the final stage of the synthesis gas compressor has been proposed as a debotdenecking measure. [Pg.280]

In the macroscopic heat-transfer term of equation 9, the first group in brackets represents the usual Dittus-Boelter equation for heat-transfer coefficients. The second bracket is the ratio of frictional pressure drop per unit length for two-phase flow to that for Hquid phase alone. The Prandd-number function is an empirical correction term. The final bracket is the ratio of the binary macroscopic heat-transfer coefficient to the heat-transfer coefficient that would be calculated for a pure fluid with properties identical to those of the fluid mixture. This term is built on the postulate that mass transfer does not affect the boiling mechanism itself but does affect the driving force. [Pg.96]

The final line size should be such as to give an economical balance between pressure drop and reasonable velocity. [Pg.6]

Values listed are guides, and final line sizes and flow velocities must be determined by appropriate calculations to suit circumstances. Vacuum lines are not included in the table, but usually tolerate higher velocities. High vacuum conditions require careful pressure drop evaluation. [Pg.7]

To be used as guide, pressure drop and system environment govern final selection of pipe size. [Pg.7]

The pulsation control elements can have several forms, such as plain volume bottles, volume bottles with baffles, bottles and orifices, and proprietary acoustical filters. See Figure 3-26 for an example of a compressor with a set of attached volume bottles. Regardless of which device or element is selected, a pressure loss evaluation must be made before the selection is finalized because each of these devices causes a pressure drop. [Pg.85]

A final empirical expression that can be used is given below. This equation relates pressure drop to fabric properties which are readily obtainable from equipment suppliers. [Pg.372]

We ehoose to earry out only few numerieal experiments to seleet the solution parameters. Detailed optimization of the solution parameters is diffieult and often expensive eomputationally, so we do not reeommend it. Finally, we must validate the model. Though detailed experimental data for the veloeity and pressure profiles are not available for this partieular RFR, we ean employ the data on the overall pressure drop aeross the bed to validate the model to some extent. We find that the predieted overall pressure drop aeross the bed (10 kPa) shows good agreement with the available data. [Pg.819]

Eurovent 4/9 class EN 779 class Average (A ) arrestance, % synthetic dust Final pressure drop Pa... [Pg.684]

The final pressure drop is dimensioned and selected with regard to permitted variations in flow, the filter s life-cycle costs, and life-cycle analysis. [Pg.689]


See other pages where Pressure drop final is mentioned: [Pg.562]    [Pg.67]    [Pg.330]    [Pg.302]    [Pg.226]    [Pg.40]    [Pg.335]    [Pg.217]    [Pg.562]    [Pg.67]    [Pg.330]    [Pg.302]    [Pg.226]    [Pg.40]    [Pg.335]    [Pg.217]    [Pg.90]    [Pg.300]    [Pg.495]    [Pg.356]    [Pg.327]    [Pg.439]    [Pg.474]    [Pg.475]    [Pg.1037]    [Pg.1041]    [Pg.1143]    [Pg.1195]    [Pg.1588]    [Pg.2055]    [Pg.2185]    [Pg.14]    [Pg.181]    [Pg.163]    [Pg.39]    [Pg.298]    [Pg.148]    [Pg.738]    [Pg.243]    [Pg.117]    [Pg.803]    [Pg.803]   
See also in sourсe #XX -- [ Pg.1469 ]




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