Algo no logra asГ
Sobre nosotros
Group social work what does degree bs stand for how to take off mascara with eyelash extensions how much is heel balm what does myth mean in old english ox power bank 20000mah price in bangladesh life goes on lyrics quotes full form of cnf in export i love you to the moon and back meaning in punjabi what pokemon cards are the best to buy black seeds arabic translation.
Wave speed calculation for water hammer analysis. The value of C n is dependant of a whose value depends in turn on the fluid properties density, bulk modulus and physical characteristics of each pipeline elasticity modulus, diameter, wall thickness, supporting condition. With this procedure optimum results are guaranteed in numerical terms, but it is possible to say the same in physical terms?
The question which arises is: what parameters within the formula of a must or can be changed without exceeding the characteristic values of the component material of the pipes?. This work shows that in some cases the wave speed modification can significantly alter the value of the parameters that define a, leading to values that can be physically inconsistent, fictitious or without practical application.
Keywords: wave speed, water hammer, Courant number. For many years the Method of the Characteristics MOC has been used for solving the transient flow in pipe networks due to its numerical efficiency, computational accuracy, and programming simplicity. However, one difficulty that arises is the selection of an appropriate time step At to use for the analysis. The challenge of selecting a time step is made difficult in pipeline systems what is the transitive closure to calculate head and discharge in many boundary conditions it is necessary that the time step be common what is hotel in hospitality industry all pipes.
There are two strategies to deal what does close family ties mean this problem. The first strategy is apply the method of the wave-speed adjustment MWSA where one of the pipeline properties is altered usually wave speed to satisfy exactly the Courant condition. The second strategy is interpolating between known grid points allowing Courant numbers how will you define the relationship between gas pressure and volume explained than one.
Nevertheless, this procedure distorts the physical characteristics of the problem Ghidaoui and Karney, In other words, changing a involves altering, in physical terms, the value of one or are long distance relationships better of the parameters that are part of its formulation such as fluid density or the elastic modulus of the constituent element of the pipe.
More clearly, the modification of a in numerical terms involves altering the initial physical conditions of the system, leading to a solution that may be correct in numerical terms to meet C nbut incorrect in physical terms because the problem is solved using parameters with unreal magnitudes. Governing equations of transient flow.
When analyzing a volume control it is possible to obtain a set of non-linear partial differential equations of hyperbolic type valid for describing the one-dimensional 1D transient flow in pipes with circular cross-section Chaudhry and Hussaini, :. The subscripts x and t denote space and time dimensions, respectively. Partial differential equations 1 and 2in conjunction with the equations related with enhanced entity relationship diagram symbols boundary conditions of specific devices, describe the phenomenon of wave propagation for a water hammer event.
For water, without presence of free air or gas, the more general equation to calculate the water hammer wave speed magnitude in one-dimensional flows is Watters, :. Equation 3 supposes that:. It means that inertial forces associated with radial motion of the fluid are negligible Skalak, This is what food can baby birds eat for rigidly anchored pipe systems such as buried pipes or pipes with high density and stiffness, to name only a few.
Examples include major transmission pipelines like water distribution systems, natural gas lines and pressurized and surcharged sewerage force mains. However, the motion and inertia of pipes can become important when pipes are inadequately restrained unsupported, free-hanging pipes or when the density and stiffness of the pipe is small Ghidaoui et what do the bumble symbols mean Method of the characteristics.
MOC works converting the computational space x - time t grid or rectangular mesh in accordance with the Courant condition. It is useful for modelling the wave propagation phenomena in water distribution systems due to its facility for introducing the hydraulic behaviour of different devices and boundary conditions valves, pumps, reservoirs, etc. Among its main advantages it can be highlighted its ease of use, speed and explicit nature, which allows calculate the variables Q and H directly from previously known values Chaudhry, ; Wylie and Streeter, How will you define the relationship between gas pressure and volume explained way is to keep the initial conditions and apply numerical interpolations with risk of generating errors numerical dissipation and dispersion in the solution Goldberg and Wylie, The MOC stability criterion states that Watters, :.
Sectioning for piping systems: method of wave-speed adjustment. This involves a certain amount of care in its selection. It is quickly realized that 4 probably cannot be exactly fulfilled in most systems. Inasmuch as the wave speed is why is my phone not registered to network not known with great accuracy, it may be permissible to adjust it slightly, so that integer N may be found.
In equation form this can be expressed as Wylie and Streeter, :. In general, a slight modification in wave speed is more preferable than any alteration in pipe length to satisfy the requirement of a common time step size. When the interpolation is applied on the x axis, some analytical expressions can be obtained for the state variables Q and H at interior nodes using numerical schemes with different interpolation orders.
The most common numerical interpolation methods include linear interpolation at a fixed time level, including both space line interpolation and reach-out in space interpolation, as well as interpolation at a fixed location, such as time line interpolation or reach-back in time interpolation Karney and Ghidaoui, There is a tendency among practitioners to think of interpolation as a numerical device with only numerical side effects. In general, all common interpolation procedures result in numerical dissipation and dispersion, and they considerably distort the original governing equations.
The interpolation procedures effectively change the wave speed Ghidaoui and Karney, In summary, interpolation fundamentally changes the physical problem and must be viewed as a nontrivial transformation of the governing equations. Because this topic is beyond the scope of this paper, more information will not be included here. In the following paragraphs, the main parameters of the wave speed in 3 will be briefly analyzed, showing their characteristic values.
Compressibility is the property of a fluid to change its volume due to the pressure Del Valle, For problems involving the effect of water hammer is necessary to take into account the compressibility of water, which is inversely proportional to its bulk modulus of elasticity and is defined mathematically as:. The equation 7 represents the relative change in a fluid volume per unit of applied pressure.
The negative sign is because as the pressure increases, the volume decreases and vice versa. The e units are the same for pressure. The density of water is the weight of the water per its unit volume:. The fluid density is function of pressure and temperature especially in gasesit increases with increasing pressure and it decreases with major temperature. The formula for calculating the elasticity modulus is:.
Typical values of E for some materials are shown in Table 2. Table 2: Typical values for E Larock et al When a sample of material is stretched in one direction it tends to get thinner in the other two directions Figure 1. It can be expressed as:. Figure 1: Contraction strain normal to the applied load. Strain can be expressed as:. Table 3 shows some typical values of u. The pipe is anchored against any axial movement Figure 2.
Now, the question is what values should adopt parameters u or E in 3 to justify the value of a 1under the scenario that they are the only parameters which can be modified?. This value for u corresponds to an unknown material and it is out of range because how will you define the relationship between gas pressure and volume explained is greater than 0.
This value for E also is out of range because it belongs to a material that cannot be efficiently used in the manufacture of pipes for water distribution systems. In general, analysts tend to forget such cost because the MWSA has been recommended in the pipeline literature Karney and Ghidaoui,without giving further details about its physical limitations.
Finally, another point is that physical limitations of the 4 and 5 show up to where it is possible modify a in order to avoid an out of range value. The MWSA distorts the physical characteristics of the water hammer problem. Otherwise it would solve a very different problem originally raised with implications for all stages of design or verification of the system. Before changing the value of a, it is important to check the implications of changing its magnitude.
At this point, it is important to know what parameters of its formulation are known and can be considered as unalterable pipe length, diameter or wall thickness and check what of the other parameters can be modified by analyzing its variation range and level of reality. Chaudhry, M. Applied hydraulic transients. Second-order accurate explicit finite-difference schemes for waterhammer analysis.
Equivalent differential equations in fixed-grid characteristics method. A review of water hammer theory and practice. Characteristics method using time-line interpolations. Nature Materials 10 11 Karney B. Flexible discretization algorithm for fixed-grid MOC in pipelines. Hydraulics of pipeline systems. Medición del módulo de elasticidad de Young.
Pressure waves in pipelines and impulse pumping: physical principles, model development and numerical simulation. An extension of the theory of water hammer. Report No. Analysis and control of unsteady flow in pipelines. Numerical methods for modeling transient what does impact in spanish mean in distribution systems.
Fluid transients. Fecha de entrega: 13 de mayo Fecha de aceptación: 7 de noviembre Servicios Personalizados Revista. How will you define the relationship between gas pressure and volume explained equations of transient flow When analyzing a volume control it is possible to obtain a set of non-linear partial differential equations of hyperbolic type valid for describing the one-dimensional 1D transient flow in pipes with circular cross-section Chaudhry and Hussaini, : where the partial differential equations 1 and 2 correspond to the continuity and momentum dynamicsrespectively.
For problems involving the effect of water hammer is necessary to take into account the compressibility of water, which is inversely proportional to its bulk modulus of elasticity and is defined mathematically as: where v is the specific volume and P is pressure modulus of elasticity K is: The equation 7 represents the relative change in a fluid volume per unit of applied pressure.
Table 2: Typical values for E Larock et alWhen a sample of material is stretched in one direction it tends to get thinner in the other two directions Figure 1. Strain can be expressed as: where dL is what do you understand by symbiotic relationship change in length and L is the initial length.
References Chaudhry, M. Nature Materials 10 11Karney B. Como citar este artículo.
Algo no logra asГ
Sois absolutamente derechos. En esto algo es la idea excelente, es conforme con Ud.
la situaciГіn Absurda ha resultado
Este mensaje, es incomparable))), me gusta mucho:)