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| Medium | Pressure (bar) | Service | Velocity (m/s) | Design dP | Notes |
| Steam (sat) | 0 - 1.7 | Heating | 20 to 30 | - | + 100mm dia |
| Steam (sat) | over 1.7 | Process | 30 to 50 | - | +150mm dia |
| Steam (sup) | over 14 | Process | 30 to 100 | - | +150mm dia |
| Air | - | Forced Air Flow | 5 to 8 | - | e.g. AC Reheat |
| Water | - | General | 1 to 3 | - | - |
| Water | - | Concrete Pipe | 4.7 | - | - |
| Water | - | Pump Suction | 1.2 | - | - |
| Water | - | Horizontal Sewer | 0.75 | - | Minimum |
| Water | - | Pump discharge | 1.2 to 2.5 | - | Minimum |
| Oil | - | Hydraulic Systems | 2.1 to 4.6 | - | Minimum |
| Ammonia | - | Compressor Suction | 25 | - | Max. Permissable |
| Ammonia | - | Compressor Discharge | 30 | - | Max. Permissable |
| Identifier | Description | Units (typical) |
| a | Velocity of sound | m /s |
| cp | Specific Heat Capacity at Constant pressure | kJ/(kg K) |
| cv | Specific Heat Capacity at Constant Volume | kJ/(kg K) |
| h | Specific Enthalpy | kJ/kg |
| k | Thermal Conductivity | W/(m K) |
| p | Absolute Pressure | N / m2 |
| Pr | Prantl Number cp. mu / k | Dimensionless |
| t | Temperature | oC |
| T | Absolute Temperature | K |
| u | Specific Internal Energy | kJ/kg |
| W | Work Output per unit mass | kJ/kg |
| R | Gas Constant = Ro / M | kJ /kg.K |
| Q | Heat Input per unit mass | kJ /kg |
| r | Density | kg /m3 |
| z | Elevation | m |
| g | gravitationalal accelaration | 9.81 m /s2 |
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Steady Flow Equation Q - W = ( u2 + 1/2 V22 + g z2 + p2 / r2) - ( u1 + 1/2 V12 + g z1 + p1 / r1)If Q = W = 0 and the fluid is incompressible and frictionless then the Bernoulli's equation applies ..: p2 / r g + V22/ 2 g + z2 = p1 / r g + V12/ 2 g + z1 |
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Equation for Drag of any shape in any fluid subject to relative motion Drag = Cd A r V2 / 2Consistent units to be used i.e Newtons, kg, m, sec. Cd = Drag coefficient (very approximate)
A = The resisting area or the area facing into the fluid V = the fluid velocity or the velocity of the body through the fluid |
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In determining the head loss (pressure drop) along a pipe as a result of friction losses it is necessary to determine the following
The equation for the Reynold Number m Re = v D rConsistent units to be used i.e Typically r = kg/m3, v = m/s, D= m, m = Ns/m2 ( 1 Ns/m2 = 103cP) The value for the Reynold number is to be used to evaluate if the flow is laminar or turbulent and can be used to obtain the friction factor "f" from a moody chart. The moody chart plots the friction factor against the Reynold number with a number of different plotted lines for different values of absolute roughnesss/Diameter Moody Chart![]() A good moody chart can be downloaded from web2-iastat-Moody Chart Optionally the friction factor can be obtained using a calculator Moody Chart Calculator Various typical values of hydraulic roughness (K)
D 2 g hf= f. L. v 2The losses through fittings are generally evaluated by obtaining equivalent values to the equivalent(L/D ) or equivalent Lengths of piping. Typical Values of L/D for Fittings
The result of the calculation is in units of head of the fluid. This is a very crude calculation and takes not account of head differences between the two ends of the pipe. It also assumes that the pipe is all one dia and the fluid is incompressible |
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Last Updated 01/07/2003