head losses with undertermined fluid

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The general formula applicable to head losses, whether in pipelines of any section or in canals, will take the following form:

Formula: Head losses with undetermined fluid

In turbulent flow:

Formula: Head losses with undetermined fluid - turbulent flow

In laminar flow, the formula providing Δh0 remains the same with:

Formula: Head losses with undetermined fluid - laminar flow

K then having special values calculated using specialist works.

Meaning of the symbols:

Δh = total head loss, in Pa,

Δh, Δh1… = elementary head losses per section of pipeline at constant velocities of, respectively, v0 , v1…,

J0 = chead loss coefficient due to friction, in Pa per meter of pipeline (or canal) length) at velocity v0 ,

L0 = length of pipeline (or canal) in m, at velocity v0 ,

K0 = sum of head loss coefficients caused by irregularities at velocity v0 ,

ρ = density of the fluid under true temperature and flow pressure conditions in kg · m–3,

V0 and v1 …. = fluid velocities under true flow conditions, in m · s–1,

Formula: Head losses with undetermined fluid - relative roughness

(see characteristics solution constants, constants that are characteristic of gases and water head losses through friction in the pipelines)

(v = fluid kinematic viscosity in m2·s–1 under flow conditions. k = wall roughness, in m, water head losses through friction in the pipelines)

Formula: Head losses with undetermined fluid - Reynolds Re number

Dh is four times the hydraulic radius or mean usual radius. In a circular pipeline having a diameter D, Dh = D. The calculation is carried out for head losses caused by friction as detailed in water head losses through friction in the pipelines, water flow through canals and minor losses in the pipelines, fittings, valves… for water. It is often customary to quote head losses in metres of water column (water density: 1 000 kg·m–3 at 4 °C). The above formulae then become:

  • for turbulent flow
Formula: Head losses with undetermined fluid - turbulent flow
  • for laminar flow
Formula: Head losses with undetermined fluid - laminar flow

where K has specific values to be calculated using specialised reference documentation.