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Fluid pressure field

A solution is developed for the build-up, steady and post-arrest dissipative pore fluid pressure fields that develop around a penetrometer that self-embeds from freefall into the seabed. Arrest from freefall considers deceleration under undrained conditions in a purely cohesive soil, with constant shear strength with depth. Consider a lance falling through the water column that has reached terminal velocity, Uo, and subsequently impacts the soft sediments of the seabed, as illustrated in Figure 5. The non-dimensional pressure, Pd, may be used to define the build-up of pressure following the impact of the penetrometer with the surface of the seabed. The penetrometer impacts the seabed at velocity Uo, represented in dimensionless magnitude as Ud, and decelerates to arrest. Non-dimensional pressures are plotted as the product PdXd, since it is known that the peak pressures, sh-... [Pg.481]

This technique Is reported in [1], and provides a means for the fluid pressure field to evolve gradually, with better feedback being established between the pressure and deflection calculations. [Pg.224]

Continuum theory has also been applied to analyse tire dynamics of flow of nematics [77, 80, 81 and 82]. The equations provide tire time-dependent velocity, director and pressure fields. These can be detennined from equations for tire fluid acceleration (in tenns of tire total stress tensor split into reversible and viscous parts), tire rate of change of director in tenns of tire velocity gradients and tire molecular field and tire incompressibility condition [20]. [Pg.2558]

It is difficult to determine exactly the areas of localized pressure reductions inside the pump, although much research has been focused on this field. It is easy, however, to measure the total fluid pressure (static plus dynamic) at some convenient point, such as pump inlet flange, and adjust it in reference to the pump centerline location. By testing, it is possible to determine the point when the pump loses performance appreciably, such as 3% head drop, and to define the NPSH at that point, which is referred to as a required NPSH (NPSHR). The available NPSH (NPSHA) indicates how much suction head... [Pg.290]

Fluid statics, discussed in Sec. 10 of the Handbook in reference to pressure measurement, is the branch of fluid mechanics in which the fluid velocity is either zero or is uniform and constant relative to an inertial reference frame. With velocity gradients equal to zero, the momentum equation reduces to a simple expression for the pressure field, Vp = pg. Letting z be directed vertically upward, so that g, = —g where g is the gravitational acceleration (9.806 mVs), the pressure field is given by... [Pg.634]

Pressure management, where fluid is injected into oil fields in order to maintain adequate fluid pressure in reservoir rocks. Calcium carbonate may precipitate as mineral scale, for example, if pressure is allowed to deteriorate, especially in fields where formation fluids are rich in Ca++ and HCO3 and CO2 fugacity is high. [Pg.435]

For example, due to the inevitable friction and impact of the channel surface to fluid flows, particularly at the bending part of the flow channels, how to reduce fluid flow rate changes or fluid pressure drop from inlet to outlet has to be considered in the fluid field design. One key part of the flow field... [Pg.310]

Since the pressure field depends only on the magnitude of the velocity (see Eq. (1-22)) and since the flow field has fore-and-aft symmetry, the modified pressure field forward from the equator of the sphere is the mirror image of that to the rear. This leads to d Alembert s paradox that the net force acting on the sphere is predicted to be zero. This paradox can only be resolved, and nonzero drag obtained, by accounting for the viscosity of the fluid. For in viscid flow, the surface velocity and pressure follow as... [Pg.8]

The fact that V2p = 0 indicates a clear elliptic behavior of the pressure field, notwithstanding the first derivatives in the momentum equations themselves. For an incompressible fluid, pressure communicates among all the boundaries and within the interior instantly (i.e., infinite sound speed). [Pg.135]

In equations 5-8, the variables and symbols are defined as follows p0 is reference mass density, v is dimensional velocity field vector, p is dimensional pressure field vector, x is Newtonian viscosity of the melt, g is acceleration due to gravity, T is dimensional temperature, tT is the reference temperature, c is dimensional concentration, c0 is far-field level of concentration, e, is a unit vector in the direction of the z axis, Fb is a dimensional applied body force field, V is the gradient operator, v(x, t) is the velocity vector field, p(x, t) is the pressure field, jl is the fluid viscosity, am is the thermal diffiisivity of the melt, and D is the solute diffiisivity in the melt. The vector Fb is a body force imposed on the melt in addition to gravity. The body force caused by an imposed magnetic field B(x, t) is the Lorentz force, Fb = ac(v X v X B). The effect of this field on convection and segregation is discussed in a later section. [Pg.59]

Let us consider a Newtonian fluid that is flowing due to a pressure gradient between two parallel disks that are separated by a distance 2h. The velocity and pressure fields that we will solve for are ur = ur z, r) and p = p(r). According to the Newtonian fluid model,... [Pg.230]

Soft biological structures exhibit finite strains and nonlinear anisotropic material response. The hydrated tissue can be viewed as a fluid-saturated porous medium or a continuum mixture of incompressible solid (s), mobile incompressible fluid (f), and three (or an arbitrary number) mobile charged species a, (3 = p,m, b). A mixed Electro-Mechano-Chemical-Porous-Media-Transport or EMCPMT theory (previously denoted as the LMPHETS theory) is presented with (a) primary fields (continuous at material interfaces) displacements, Ui and generalized potentials, ifi ( , r/ = /, e, to, b) and (b) secondary fields (discontinuous) pore fluid pressure, pf electrical potential, /7e and species concentration (molarity), ca = dna/dVf or apparent concentration, ca = nca and c = Jnca = dna/dVo. The porosity, n = 1 — J-1(l — no) and no = no(Xi) = dVj/dVo for a fluid-saturated solid. Fixed charge density (FCD) in the solid is defined as cF = dnF/dV , cF = ncF, and cF = cF (Xf = JncF = dnF/d o. [Pg.77]

The proposed model consists of a biphasic mechanical description of the tissue engineered construct. The resulting fluid velocity and displacement fields are used for evaluating solute transport. Solute concentrations determine biosynthetic behavior. A finite deformation biphasic displacement-velocity-pressure (u-v-p) formulation is implemented [12, 7], Compared to the more standard u-p element the mixed treatment of the Darcy problem enables an increased accuracy for the fluid velocity field which is of primary interest here. The system to be solved increases however considerably and for multidimensional flow the use of either stabilized methods or Raviart-Thomas type elements is required [15, 10]. To model solute transport the input features of a standard convection-diffusion element for compressible flows are employed [20], For flexibility (non-linear) solute uptake is included using Strang operator splitting, decoupling the transport equations [9],... [Pg.208]

A two-step procedure was used for numerical computation of the mixing performance [47]. First, the velocity and pressure fields were derived by solving the Navier-Stokes equations and the equation of mass conservation for an incompressible fluid. In a second step, trajectories of mass less particles were computed by streamline integration of the velocity field. [Pg.194]

The equation of continuity and the Bernoulli theorem together show, for a stream of incompressible fluid, that (a) where the cross-sectional area is large and the streamlines are widely spaced, the velocity is low and the pressure is high, and (6) where the cross-sectional area is small and the streamlines are crowded together, the velocity is high and the pressure is low Hence a flow net gives a picture not only of the velocity field but also of the pressure field. [Pg.401]

When all relevant Reynolds numbers are sufficiently small to permit neglect of inertial effects, the interstitial fluid velocity and pressure fields v and p, respectively, satisfy the quasistatic Stokes and continuity equations,... [Pg.7]

As before, let P be the local stress tensor, and denote by an overbar the statistical average of any quantity. The definition of the fluid-velocity field may be analytically extended to the solid-particle interiors and the pressure therein assumed to vanish. As such, taking the statistical average of the... [Pg.28]

In the studies described here, we examine in more detail the properties of these surfactant aggregates solubilized in supercritical ethane and propane. We present the results of solubility measurements of AOT in pure ethane and propane and of conductance and density measurements of supercritical fluid reverse micelle solutions. The effect of temperature and pressure on phase behavior of ternary mixtures consisting of AOT/water/supercritical ethane or propane are also examined. We report that the phase behavior of these systems is dependent on fluid pressure in contrast to liquid systems where similar changes in pressure have little or no effect. We have focused our attention on the reverse micelle region where mixtures containing 80 to 100% by weight alkane were examined. The new evidence supports and extends our initial findings related to reverse micelle structures in supercritical fluids. We report properties of these systems which may be important in the field of enhanced oil recovery. [Pg.95]

Fig. 76. Diagrams of mineral equilibria in silicate iron-formations in the absence of carbon dioxide (isothermal sections) / = actual boundaries of stability fields of minerals 2 = boundaries unrealistic under the given conditions S = isobars of fluid pressure (P, = jO + kbar) 4 = isobars of log... Fig. 76. Diagrams of mineral equilibria in silicate iron-formations in the absence of carbon dioxide (isothermal sections) / = actual boundaries of stability fields of minerals 2 = boundaries unrealistic under the given conditions S = isobars of fluid pressure (P, = jO + kbar) 4 = isobars of log...
Fig. 79. Diagrams of phase equilibria in the system Fe-Si-C-02 (isothermal sections in coordinates of log/co)- f = stable boundaries 7 = metastable boundaries 7 = line of graphite stability 4 = isobars of fluid pressure (F, = Pqq + Pqq, in kbar). Field of metastable states is hatched. Fig. 79. Diagrams of phase equilibria in the system Fe-Si-C-02 (isothermal sections in coordinates of log/co)- f = stable boundaries 7 = metastable boundaries 7 = line of graphite stability 4 = isobars of fluid pressure (F, = Pqq + Pqq, in kbar). Field of metastable states is hatched.

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See also in sourсe #XX -- [ Pg.126 ]




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