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Of stream

Vector (length 20) of stream composition (I = 1,N). Contribution from temperature dependence of UNIQUAC binary interaction parameters, here taken as 0. [Pg.296]

S = number of streams including utilities (points in graph theory)... [Pg.214]

Equation (7.2) put in words states that the minimum number of units required is one less than the number of streams (including utility streams). [Pg.215]

This is a useful result, since if the network is assumed to be loop-free and has a single component, the minimum number of units can be predicted simply by knowing the number of streams. If the problem does not have a pinch, then Eq. (7.2) predicts the minimum number of units. If the problem has a pinch, then Eq. (7.2) is applied on each side of the pinch separately ... [Pg.215]

N = real (or fractional) number of shells resulting from the temperatures of enthalpy interval k Sk = number of streams in enthalpy interval k... [Pg.228]

Choose a reference cost law for the heat exchangers. Greatest accuracy results if the category of streams which makes the largest contribution to capital cost is chosen as reference. ... [Pg.230]

Before any matches are placed, the target indicates that the number of units needed is equal to the number of streams (including utility streams) minus one. The tick-off heuristic satisfied the heat duty on one stream every time one of the units was used. The stream that has been ticked off is no longer part of the remaining design problem. The tick-off heuristic ensures that having placed a unit (and used up one of our available units), a stream is removed from the problem. Thus Eq. (7.2) is satisfied if eveiy match satisfies the heat duty on a stream or a utility. [Pg.370]

Clearly, in designs different from those in Figs. 16.13 and 16.14 when streams are split to satisfy the CP inequality, this might create a problem with the number of streams at the pinch such that Eqs. (16.3) and (16.4) are no longer satisfied. This would then require further stream splits to satisfy the stream number criterion. Figure 16.15 presents algorithms for the overall approach. ... [Pg.377]

The network can now be designed using the pinch design method.The philosophy of the pinch design method is to start at the pinch and move away. At the pinch, the rules for the CP inequality and the number of streams must be obeyed. Above the utility pinch and below the process pinch in Fig. 16.17, there is no problem in applying this philosophy. However, between the two pinches, there is a problem, since designing away from both pinches could lead to a clash where both meet. [Pg.381]

Equation (F.l) shows that each stream makes a contribution to total heat transfer area defined only by its duty, position in the composite curves, and its h value. This contribution to area means also a contribution to capital cost. If, for example, a corrosive stream requires special materials of construction, it will have a greater contribution to capital cost than a similar noncorrosive stream. If only one cost law is to be used for a network comprising mixed materials of construction, the area contribution of streams requiring special materials must somehow increase. One way this may be done is by weighting the heat transfer coefficients to reflect the cost of the material the stream requires. [Pg.447]

The most common ore is hematite, which is frequently seen as black sands along beaches and banks of streams. [Pg.57]

Sediments from the bottom of streams, rivers, lakes, estuaries, and oceans are collected with a bottom grab sampler or with a corer. Grab samplers are equipped with a pair of jaws that close when they contact the sediment, scooping up sediment in the process (Figure 7.5). Their principal advantages are ease of use and the ability to collect a large sample. [Pg.197]

Other Separations. Other TSA appHcations range from CO2 removal to hydrocarbon separations, and include removal of air poUutants and odors, and purification of streams containing HCl and boron compounds. Because of their high selectivity for CO2 and their abiHty to dry concurrently,... [Pg.280]

The heavy vacuum bottoms stream is fed to a Flexicoking unit. This is a commercial (125,126) petroleum process that employs circulating fluidized beds at low (0.3 MPa (50 psi)) pressures and intermediate temperatures, ie, 480—650°C in the coker and 815—980°C in the gasifier, to produce high yields of hquids or gases from organic material present in the feed. Residual carbon is rejected with the ash from the gasifier fluidized bed. The total Hquid product is a blend of streams from Hquefaction and the Flexicoker. [Pg.91]

Fig. 3. Temperature—enthalpy representation of stream where A represents a pure component that is condensiag, eg, steam B and C represent streams having constant heat capacity, that are to be heated or cooled, respectively and D represents a multicomponent mixture that changes phase as it is... Fig. 3. Temperature—enthalpy representation of stream where A represents a pure component that is condensiag, eg, steam B and C represent streams having constant heat capacity, that are to be heated or cooled, respectively and D represents a multicomponent mixture that changes phase as it is...
Alternative representations of stream temperature and energy have been proposed. Perhaps the best known is the heat-content diagram, which represents each stream as an area on a graph (3) where the vertical scale is temperature, and the horizontal is heat capacity times flow rate. Sometimes this latter quantity is called capacity rate. The stream area, ie, capacity rate times temperature change, represents the enthalpy change of the stream. [Pg.519]

Minimum Number of Exchangers. The fewest number of matches or exchangers that are requited in a network can be developed as a limit. The number needed, is generally one less than the total number of streams, S (process and utiUty), involved in the network ... [Pg.522]

Fig. 11. Alternative network configurations where the numbers not ia circles represent heat loads of streams ia kW (7). See text. Fig. 11. Alternative network configurations where the numbers not ia circles represent heat loads of streams ia kW (7). See text.
A simplified schematic layout of an ion-exchange production facihty is presented in Figure 1. Layouts vary from one company to another and are significantly more complex when recycle of streams and environmental controls are incorporated in the schematics. [Pg.375]

In the process of thermal dimerization at elevated temperatures, significant polymer is formed resulting in seriously decreased yields of dimer. Dinitrocresol has been shown to be one of the few effective inhibitors of this thermal polymerization. In the processing of streams, thermal dimerization to convert 1,3-cyclopentadiene to dicyclopentadiene is a common step. Isoprene undergoes significant dimerization and codimerization under the process conditions. [Pg.464]

Resin adsorbents (macroreticulat polymer resins) generally good for removal of up to 1—2% of stream (often regenerable). [Pg.453]

The proper design of distillation and absorption columns depends on knowledge of vapor—Hquid equiHbrium, as do flash calculations used to determine the physical state of streams at given conditions of temperature, pressure, and composition. Detailed treatments of vapor—Hquid equiHbria are available (6,7). [Pg.499]

Ideally the historical record of stream water quaUty would extend back to a time when human activities in the drainage basin had no significant effects. This "pristine" condition had probably already passed in most U.S. rivers before any organized water quaUty studies were made, as concern about apparent stream pollution was commonly a motivating factor in starting such studies (see Water, pollution). [Pg.198]

Chemical analyses of stream water that have been pubhshed since the early years of this century generally include deterrninations for four positively charged ions (cations)—calcium (Ca ), magnesium (Mg ), sodium (Na ), and potassium (K )—and five negatively charged ions... [Pg.198]

The final composition of stream water is the product of the weathering reactions and related processes outlined above. However, the chemical processes are influenced and controlled by an intricate combination of environmental factors that are characteristic for each drainage system. Therefore, the composition of the bedrock in an area and the residual material left at the surface as soil and subsoil exert a strong influence on the chemical composition of mnoff from the area. The reactions of water with this material are the ultimate geological control and are the source of soluble weathering products. [Pg.198]


See other pages where Of stream is mentioned: [Pg.231]    [Pg.232]    [Pg.395]    [Pg.439]    [Pg.479]    [Pg.43]    [Pg.44]    [Pg.519]    [Pg.520]    [Pg.522]    [Pg.523]    [Pg.388]    [Pg.178]    [Pg.12]    [Pg.159]    [Pg.267]    [Pg.406]    [Pg.451]    [Pg.132]    [Pg.198]    [Pg.198]    [Pg.199]    [Pg.199]    [Pg.201]   
See also in sourсe #XX -- [ Pg.163 , Pg.196 ]




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APPLICABILITY OF TREATMENT TECHNOLOGIES TO EDS LIQUID WASTE STREAMS

Acidification of lakes and streams

Adhesion of Dust to Obstacles in an Air Stream

Analysis of process streams

Applications of Liquid Microseparation Devices for Process Stream Sampling and Coupling to Microreactors

Basic principles of impinging streams

Behavior of particle crowds in impinging streams

Blending of streams

Case Studies in Stabilization of Radioactive Waste Streams

Classification with Streams of Air or Water

Contact of Hot and Cold Streams

Contamination of process streams

Dispersion and Diffusion of Sample Plug in a Carrier Stream

Exergy of Gaseous and Liquid Streams

Exergy of Solid Streams

Experimental results on the behavior of a single particle in co-axial horizontal two-impinging streams

Exploration stream sediment geochemistry of the Otago region, New Zealand

Features of Particle Adhesion in an Air Stream

Features of Particle Detachment by a Water Stream

Flow Configurations of Feed, Permeate and Retentate Streams

Graphical addition of streams

Heat exchangers allocation of fluid streams

Hydraulic Resistance of Impinging Stream Devices

Impinging stream drying of granular materials

Importance of various funding streams to local regeneration in the Irish border region

Influence of particle concentration in feed streams

Intensification of combustion processes due to impinging streams

Isolation of Flavouring Materials from Waste Streams

Makeup of Gas Streams

Map of culverted streams and watersheds in Cleveland

Modeling of process systems with large recycle streams

Number of Outlet Streams

Of stream humic substances

Performances of impinging streams

Polymerizable Species Created in Jet Stream of Luminous Gas

Preparation of Ultrafine Powders by Reaction-Precipitation in Impinging Streams III Nano Titania

Progress of investigation on liquid-continuous impinging streams

Purification of gas streams

Recycling of Benign Waste Streams in CBPC Value-Added Products

Recycling of blended plastic waste streams

Recycling of process streams

Reducing the Number of Heat Exchangers— Stream Splitting

Reduction of glycols in die-casting waste water streams

Removal of Carbon Dioxide from Process Streams

Safe Disposal And Containment Of Emergency Relief Streams

Selective Hydrogenation of C4 Stream

Separation of Hydrogen and Coal Gasification Streams

Spatio-temporal geochemical dynamics of an acid rock drainage stream in the Yukon Territory implications for mineral exploration

Stream of electrons

Streaming of Electrolyte

Streams of Air or Water

Sublimation in a stream of an inert gas

Technology Options for the Treatment of Wastes and Waste Streams

The Collection of Drainage Samples for Environmental Analyses from Active Stream Channels

Thermal Boundary-Layer Theory for Solid Bodies of Nonspherical Shape in Uniform Streaming Flow

Time-of-Flight Stream Counters

Transportation of Molecular Entities by Aerosol Stream

Treatment of H2O Stream

Treatment of Waste Streams

Typical compositions of C4 streams from FCC

Water purification, effluent treatment and recycling of industrial process streams

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