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Head losses due

E = Head loss due to friction in feet of flowing fluid... [Pg.3]

Equation 2-25 is valid for calculating the head loss due to valves and fittings for all conditions of flows laminar, transition, and turbulent [3], The K values are a related function of the pipe system component internal diameter and the velocity of flow for v-/2g. The values in the standard tables are developed using standard ANSI pipe, valves, and fittings dimensions for each schedule or class [3]. The K value is for the size/type of pipe, fitting, or valve and not for the fluid, regardless of whether it is liquid or gas/vapor. [Pg.77]

Hold the head loss due to the underflow clearance, hudc> to oo more than 1.0-1.5 in. of hot liquid [117]. [Pg.178]

At = total tower cross-sections, area, ft-Cq = vapor discharge coefficient for dry tray g = acceleration of gratdty, 32.2 ft/sec hj, = head loss due to vapor flow through perforations, in. liquid... [Pg.181]

Head loss due to the underflow clearance, in. Maximum vertical travel of a valve on a valve tray, metric... [Pg.222]

Equation 3.11 is due to Blasius(6) and the others are derived from considerations of velocity profile. In addition to the Moody friction factor / = 8R/pu2, the Fanning or Darcy friction factor / = 2R/pu2 is often used. It is extremely important therefore to be clear about the exact definition of the friction factor when using this term in calculating head losses due to friction. [Pg.67]

To calculate —APf it is therefore necessary to evaluate e/d and obtain the corresponding value of

head loss due to friction hf as ... [Pg.68]

With the friction factors used by Moody and Fanning, / and / respectively, the head loss due to friction is obtained from the following equations ... [Pg.68]

A large tank containing water has a 51 mm diameter hole in the bottom. When the depth of the water is 15 m above the hole, the flow rate through the hole is found to be 0.0324 m3/s. What is the head loss due to friction in the hole ... [Pg.138]

Kf is the excess head loss due to the pipe or pipe fitting (dimensionless) and u is the fluid velocity (length/time). [Pg.121]

Pumps are devices for supplying energy or head to a flowing liquid in order to overcome head losses due to friction and also, if necessary, to raise the liquid to a higher level. The head imparted to a flowing liquid by a pump is known as the total head Ah. If a pump is placed between points 1 and 2 in a pipeline, the heads for steady flow are related by equation 1.14... [Pg.140]

In equation 1.14, z, P/(pg), and u2/(2ga) are the static, pressure and velocity heads respectively and hf is the head loss due to friction. The dimensionless velocity distribution factor a is for laminar flow and approximately 1 for turbulent flow. [Pg.140]

In equation 4.2, hfs is the head loss due to friction, zs is the static head and Ps is the gas pressure above the liquid in the tank on the suction side of the pump. If the liquid level on the suction side is below the centre-line of the pump, zs is negative. [Pg.141]

An incompressible fluid flows upwards in steady state in a cylindrical pipe at an angle 8 with the horizontal. Assume that the head loss due to friction is negligible. [Pg.332]

If liquid is flowing through the nozzle, shown in Fig. 11.6, at, say, 9 ft/s, the pressure at point D will be lower than that at point B. Assuming the velocity in the draw-off sump to be close to zero, we can calculate the pressure at point D as follows head loss due to increased velocity = 0.34X92 = 28 in of water. [Pg.131]

As 28 in of water equals 1 psi of head pressure, the head loss due to increased velocity at the nozzle exit equals 1 psi. Thus, the pressure at point D" will then be 11 psig minus 1 psi, i.e., 10 psig. [Pg.131]

Here A/jf is the head loss due to friction and is directly related to the pressure loss due to friction A/ f by A/ f = pgAhf. [Pg.65]

Therefore, the total pressure or head loss due to friction in pipework due to the pipe and fittings is given by... [Pg.71]

In equation 6.33, if there were no losses, the coefficient of discharge of the meter would be unity, and for a flowrate G the loss in head would be (hv — hf) where hf is the head loss due to friction. [Pg.80]


See other pages where Head losses due is mentioned: [Pg.1375]    [Pg.1375]    [Pg.1375]    [Pg.1446]    [Pg.252]    [Pg.178]    [Pg.180]    [Pg.182]    [Pg.222]    [Pg.222]    [Pg.222]    [Pg.565]    [Pg.576]    [Pg.1347]    [Pg.344]    [Pg.879]    [Pg.11]    [Pg.142]    [Pg.306]    [Pg.4]    [Pg.39]    [Pg.82]    [Pg.119]    [Pg.120]    [Pg.121]    [Pg.122]   
See also in sourсe #XX -- [ Pg.11 , Pg.13 ]




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Head loss

Head loss due to friction

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