Flow Through Pipes | Equivalent Diameter of Pipes in Series and Parallel
Flow through pipes is a type of flow in which a fluid flows through a closed conduit. In these cases, fluid experiences certain resistance, losing some energy. Also, pipes of different cross-sections and lengths could be connected in series and parallel in a water supply network, which requires the calculation of equivalent diameters. All the aspects of flow through pipes mentioned above are discussed in this blog.
Flow Through Pipes
As said, flow through pipes is the flow of a fluid through a closed conduit without or with a free surface of the flow. Flow through pipes having a free surface is treated as open channel flow and is dealt with separately. Here we will see about full flowing fluids in pipes i.e., under pressure flows.
Also, there are two types of flows i.e., laminar flow and turbulent flow. If Reynold's number is less than 2000 then the flow is called laminar flow. And if Reynol's number is greater than 4000 then it is called turbulent flow.
Losses in Pipes
The fluid flowing through a pipe experience some resistance to its flow due to which some of the energy of the flow is lost. Based on the magnitude of energy lost it is classified into two types.
Major Energy Losses
It is the energy lost due to frictional resistance offered by the pipe material. It depends on the length of the pipe, the velocity of flow, the diameter of the pipe, and the frictional coefficient. Methods for calculating major energy losses are listed and explained below.
Loss of head due to friction is calculated as,
hf = (4*f*L*V^2) / (2*d*g)
hf - head loss due to friction
f - coefficient of friction which is calculated as,
f = 16/Re,
for Re<2000 (Laminar flow)
f = 0.079 / (Re^(1/4)),
for Re varying from 4000 to 10^6 (Turbulent flow)
L - length of the pipe
V - mean velocity of flow
d - diameter of the pipe
Chezy's formula for headloss s given as,
V = C * (mi)^(1/2)
C - Chezy's constant
m - hydraulic mean depth or hydraulic radius = d/4 for pipes
i - headloss per unit length
Minor Energy Losses
Losses that happen because of the below-mentioned reasons are grouped as minor losses.
Sudden expansion of the pipe
Sudden contraction of the pipe
Bend in pipe
Obstruction in pipe
Formulas for calculating the losses that happen because of the above-mentioned reasons are explained further.
Loss of Head due to Sudden Expansion of the Pipe
he = ((V1 - V2)^2) / (2*g)
V1 - velocity of flow before the expansion of the pipe
V2 - velocity of flow after the expansion of the pipe
Loss of Head due to Sudden Contraction of the Pipe
he = (0.5*V2^2) / 2*g
V2 - velocity of low after contraction of the pipe
Loss of Head at the Entrance of a Pipe
This loss occurs when a liquid enters the pipe from a reservoir or a tank.
hi = (0.5*V^2) / 2*g
V - velocity of flow
Loss of Head at the Exit of Pipe
This loss happens at the exit where the velocity of flow is dissipated as a free jet or is lost in the reservoir.
ho = (V^2) / 2*g
V - velocity at the outlet of the pipe
Loss of Head due to an Obstruction in a Pipe
Obstruction in a pipe causes a reduction in the cross-sectional area of the pipe, which then leads to losses.
Hob = ((V^2) / 2*g) * ( (A / (Cc (A -a)) - 1)
V - velocity of floe
A - area of the pipe
a - maximum area of obstruction
Loss of Head due to Bend or Fitting in Pipe
hb = (k*V^2) / 2*g
k - coefficient of bend/pipe fitting
V - velocity of flow
Equivalent Diameter of Pipes in Series
When pipes of different lengths and different diameters are connected from end to end it is called a series connection. Here, the rate of flow remains the same in a series connection. But the total head loss is obtained as the sum of head losses. In general, minor losses are neglected to obtain the equivalent diameter of pipes connected in series. Applying this, we get the formula for equivalent diameter as,
Equivalent Diameter of Pipes in Parallel
When single pipe branches out into two or more pipes, the branched pipes are called parallel pipes. Here, the head loss remains the same in all the pipes. But the total discharge is given as the sum of discharges through each pipe. In general, minor losses are neglected to obtain the equivalent diameter of pipes connected in parallel. Applying this, we get the formula for equivalent diameter as,
With this, we hope we had covered all the important topics related to the flow through pipes. Want us to cover a topic of your interest in a simple manner? Let us know in the comments below.