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Water exchange models

In this example the subdivision of the system is obvious since the air-water interface clearly defines the boundary between the two boxes. In Chapter 20 we learned that independently of the specific air-water exchange model used, the exchange across the interface is always described mathematically by Eq. 20-1. This expression can be separated into two unidirectional fluxes with the form ... [Pg.983]

Calculate the excess ratio, Rt = C(Up/ C,down, for all five compounds (1) from the concentration measured above and below the river section (/ , is then called R 3S), and (2) from the linear air-water exchange model, Eqs. 24-21 and 24-22 (Rt is then called R odd). Compare R,meas with R,model. [Pg.1144]

When ordering a heat exchanger the information furnished to your supplier must include the maximum rate of oil flow, in GPM, through the heat exchanger, and the horsepower or BTU per hour of heat to be removed. On water-cooled models, state the maximum rate of water flow that will be available. For best water usage, the water flow should be approximately one-half of the oil flow. Specify the temperature of the cooling water. [Pg.608]

In the IPCM calculations, the molecule is contained inside a cavity within the polarizable continuum, the size of which is determined by a suitable computed isodensity surface. The size of this cavity corresponds to the molecular volume allowing a simple, yet effective evaluation of the molecular activation volume, which is not based on semi-empirical models, but also does not allow a direct comparison with experimental data as the second solvation sphere is almost completely absent. The volume difference between the precursor complex Be(H20)4(H20)]2+ and the transition structure [Be(H20)5]2+, viz., —4.5A3, represents the activation volume of the reaction. This value can be compared with the value of —6.1 A3 calculated for the corresponding water exchange reaction around Li+, for which we concluded the operation of a limiting associative mechanism. In the present case, both the nature of [Be(H20)5]2+ and the activation volume clearly indicate the operation of an associative interchange mechanism (156). [Pg.536]

For the small system involved in the water exchange on [Be(H20)4]2+, we evaluated the effect of an implicit and approximated explicit treatment of the bulk water while investigating water exchange on [Be(H20)4]2+. For the implicit treatment, the CPCM and PCM models were applied as implemented in Gaussian, and geometry optimizations and... [Pg.536]

Fig. 8. Energies calculated with a polarizable continuum model, differences of the sums of all metal-oxygen bond lengths, AS(M-O), and energy profiles for water exchange on rhodium(III) and ruthenium(II) hexaaqua ions. Fig. 8. Energies calculated with a polarizable continuum model, differences of the sums of all metal-oxygen bond lengths, AS(M-O), and energy profiles for water exchange on rhodium(III) and ruthenium(II) hexaaqua ions.
Deeth et al. have used density functional theory (DFT) to model water exchange on square-planer [Pd(H20)4]2+ and [Pt(H20)4]2+ (212). Their calculations strongly support that H20 exchange on these complexes proceeds through an a-activation mechanism, in full agreement with experimental assignments. The agreement between the experimental and calculated activation enthalpy is better than lOkJmol-1 for an Ia mechanism, whereas it differs by more than 100 kJ mol-1 for a calculated Id mechanism. [Pg.39]

To assess the relative importance of the volatilisation removal process of APs from estuarine water, Van Ry et al. constructed a box model to estimate the input and removal fluxes for the Hudson estuary. Inputs of NPs to the bay are advection by the Hudson river and air-water exchange (atmospheric deposition, absorption). Removal processes are advection out, volatilisation, sedimentation and biodegradation. Most of these processes could be estimated only the biodegradation rate was obtained indirectly by closing the mass balance. The calculations reveal that volatilisation is the most important removal process from the estuary, accounting for 37% of the removal. Degradation and advection out of the estuary account for 24 and 29% of the total removal. However, the actual importance of degradation is quite uncertain, as no real environmental data were used to quantify this process. The residence time of NP in the Hudson estuary, as calculated from the box model, is 9 days, while the residence time of the water in the estuary is 35 days [16]. [Pg.769]

The term F2/CsRT is obtained from the constant capacitance model (Chapter 3.7). Fig. 4.6 gives a plot of the linear free energy relation between the rate constants for water exchange and the intrinsic adsorption rate constant, kads. [Pg.100]

Two types of models are used to quantitatively describe the SPMD-water exchange of hydrophobic organic chemical (HOC) solutes. These models can easily be inter-converted, and differ only in the definition of the rate constants used. The fact that various authors have used the same symbols to denote different kinds of rate constants is a complicating factor that requires a careful inspection by the reader to delineate the meaning and assumptions of the respective authors. [Pg.46]

Kaufmaim RS (1989) Equilibrium exchange models for chlorine stable isotope fractionation in high temperature environments. In Proc 6 Int S>mp Water-Rock Interaction. Miles DL (ed) p 365-368 Kaufmann RS, Frape SK, Fritz P, Bentley H (1987) Chlorine stable isotope composition of Canadian Shield brines. In Saline Water and Gases in Crystalline Rocks, Fritz P, Frq)e SK (eds) Geological Association of Canada Special Paper 33 89-93... [Pg.252]

The experimental basis of sorption studies includes structural data (SANS, SAXS, USAXS), isopiestic vapor sorption isotherms,i and capillary isotherms, measured by the method of standard porosimetry. i 2-i44 Thermodynamic models for water uptake by vapor-equilibrated PEMs have been suggested by various groupThe models account for interfacial energies, elastic energies, and entropic contributions. They usually treat rate constants of interfacial water exchange and of bulk transport of water by diffusion and hydraulic permeation as empirical functions of temperature. [Pg.370]

This condition has been recently used in a vaporization-exchange model for water sorption and flux in phase-separated ionomer membranes. The model allows determining interfacial water exchange rates and water permeabilities from measurements involving membranes in contact with flowing gases. It affords a definition of an effective resistance to water flux through the membrane that is proportional to... [Pg.380]

Equation 1.2 assumes that the concentration of C is constant throughout the ocean, i.e., that the rate of water mixing is much fester than the combined effects of any reaction rates. For chemicals that exhibit this behavior, the ocean can be treated as one well-mixed reservoir. This is generally only true for the six most abundant (major) ions in seawater. For the rest of the chemicals, the open ocean is better modeled as a two-reservoir system (surface and deep water) in which the rate of water exchange between these two boxes is explicitly accoimted for. [Pg.8]


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