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Hydrodynamic calculation Needle valve

needle valve D Q max L 0.85D 1.9D Q Bair Q Aair -F +F 0.912 D 0.975 D 0.4D
Needle valve
needle-valve-2 0.133 D - 4 d 1 0.183 D - 8 d 1 0.26 D - 12 d 1 0.35 D - 16 d 1 0.45 D - 20 d 1 0.56 D - 24 d 1 0.666 D - 28 d 1 0.773 D - 32 d 1 0.975 D d 1 =0.03 D
Needle

Values for calculation

$ D $ $ \mathrm{mm} $
$ Q_{max} $ $ \mathrm{m^3/s} $
$ H $ $ \mathrm{m} $
$ g $ $ \mathrm{m/s^2} $
$ T $ $ \mathrm{°C} $
$ ρ $ $ \mathrm{kg/m^3} $
$ P_{SV} $ $ \mathrm{Pa} $
$ ΔP $ $ \mathrm{m} $
$ h $ $ \mathrm{m} $
$ ρ_{air} $ $ \mathrm{kg/m^3} $
$ p_{air} $ $ \mathrm{Pa} $
$ n $
$ t $ $ \mathrm{s} $
$ L $ $ \mathrm{m} $

Calculation

Velocity in valve

$$v_{max}=\cfrac{4\cdot 10^6\cdot Q_{max}}{π\cdot D^2}$$

Theoretical pressure in the valve at full opening

$$Δ_h=\cfrac{v_{max}^2}{2\cdot g}\cdot \left({\min\left(ζ\right)}+1\right)$$

Pressure parameter

$$p=\cfrac{Δ_h}{H}$$

$$0 < p \le 1$$

Effective closing time factor

$$c_{ef}=0.1/\max_{i=1}^{10}{\left(Q_p[i]-Q_p[i+1]\right)}$$

$$c_{ef}\le 1$$

Under-pressure behind the valve

$$P_{u}=\max\left(-\cfrac{L\cdot v_{max}}{g\cdot t\cdot c_{ef}}, -\cfrac{p_{air}}{ρ\cdot g}\right)$$

$ [-] $
Hydraulic profile of the needle valve

Stroke from open position
First stage of cavitation
Second stage of cavitation
Fully developed cavitation
$ s $ $ σ_1 $ $ σ_2 $ $ σ_{min} $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{\ } $
No data

$ σ_1\ [-] $
$ σ_2\ [-] $
$ σ_{min}\ [-] $
No data
$ s\ [\mathrm{\%}] $
Stage of cavitation

Stroke from open position
Flow coefficient for $ σ_1 $
Flow coefficient for $ σ_2 $
Flow coefficient for $ σ_{min} $
$ s $ $ K_{Q-σ_1} $ $ K_{Q-σ_2} $ $ K_{Q-σ_{min}} $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{\ } $
No data

$ K_{Q-σ_1}\ [-] $
$ K_{Q-σ_2}\ [-] $
$ K_{Q-σ_{min}}\ [-] $
No data
$ s\ [\mathrm{\%}] $
Flow coefficient for stages of cavitation

Stroke from open position
Coefficient of hydraulic force on a needle in the axis x for $ σ_1 $
Coefficient of hydraulic force on a needle in the axis x for $ σ_2 $
Coefficient of hydraulic force on a needle in the axis x for $ σ_{min} $
$ s $ $ K_{x-σ_1} $ $ K_{x-σ_2} $ $ K_{x-σ_{min}} $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{\ } $
No data

$ K_{x-σ_1}\ [-] $
$ K_{x-σ_2}\ [-] $
$ K_{x-σ_{min}}\ [-] $
No data
$ s\ [\mathrm{\%}] $
Coefficient of hydraulic force on a needle in the axis x for stages of cavitation

Stroke from open position
Flow coefficient
Coefficient of hydraulic force on a needle in the axis x
$ s $ $ K_Q $ $ K_x $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $
No data

$ K_Q\ [-] $
No data
$ s\ [\mathrm{\%}] $
Flow coefficient

$\text{if }\ \text{n}= \text{yes, hole A}$
$$K_Q=\left\{0.680, 0.660, 0.630, 0.590, 0.530, 0.440, 0.332, 0.232, 0.144, 0.073, 1E-100\right\}$$
$\text{else if }\ \text{n}= \text{yes, hole B}$
$$K_Q=\left\{0.660, 0.640, 0.600, 0.536, 0.450, 0.372, 0.289, 0.200, 0.128, 0.069, 1E-100\right\}$$
$\text{else if }\ \text{n}= \text{yes, hole A+B}$
$$K_Q=\left\{0.650, 0.635, 0.595, 0.528, 0.450, 0.364, 0.272, 0.195, 0.128, 0.069, 1E-100\right\}$$
$\text{else if }\ σ> σ_1$
$$K_Q=K_{Q-σ_1}$$
$\text{else if }\ σ> σ_2$
$$K_Q=K_{Q-σ_2}$$
$\text{else}$
$$K_Q=K_{Q-σ_{min}}$$

$ K_x\ [-] $
No data
$ s\ [\mathrm{\%}] $
Coefficient of hydraulic force on a needle in the axis x

$\text{if }\ \text{n}= \text{yes, hole A}$
$$K_x=\left\{-0.020, -0.040, -0.080, -0.160, -0.263, -0.215, -0.090, -0.020, -0.079, -0.006, 0.000\right\}$$
$\text{else if }\ \text{n}= \text{yes, hole B}$
$$K_x=\left\{-0.020, -0.030, -0.050, -0.108, -0.079, -0.090, -0.090, -0.072, -0.068, -0.052, 0.000\right\}$$
$\text{else if }\ \text{n}= \text{yes, hole A+B}$
$$K_x=\left\{-0.020, -0.027, -0.026, -0.022, -0.030, -0.031, -0.025, -0.028, -0.030, -0.013, 0.000\right\}$$
$\text{else if }\ σ> σ_1$
$$K_x=K_{x-σ_1}$$
$\text{else if }\ σ> σ_2$
$$K_x=K_{x-σ_2}$$
$\text{else}$
$$K_x=K_{x-σ_{min}}$$
Stroke from open position
Loss coefficient
Reduced free flow area in the throttle control system
Relative flow
Flow of water in the pipeline
Water velocity in pipeline
$ s $ $ ζ $ $ f_r $ $ Q_p $ $ Q $ $ v $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{m^3/s} $ $ \mathrm{m/s} $
No data

$ ζ\ [-] $
No data
$ s\ [\mathrm{\%}] $
Loss coefficient

$$ζ=\cfrac{1-K_Q^2}{K_Q^2}$$

$ f_r\ [-] $
$ Q_p\ [-] $
No data
$ s\ [\mathrm{\%}] $
Coefficients

$$f_r=\cfrac{K_Q}{K_{Qmax}}$$
$$Q_p=\cfrac{f_r}{\sqrt{p+f_r^2\cdot \left(1-p\right)}}$$

$ Q\ [\mathrm{m^3/s}] $
$ v\ [\mathrm{m/s}] $
No data
$ s\ [\mathrm{\%}] $
Flow and speed of water in the pipeline

$$Q=Q_p\cdot Q_{max}$$
$$v=Q_p\cdot v_{max}$$
Stroke from open position
Loss of pressure on the valve
Pressure on the valve
Cavitation number
Forces on the needle
$ s $ $ H_L $ $ H_v $ $ σ $ $ F_x $
$ \mathrm{\%} $ $ \mathrm{m} $ $ \mathrm{m} $ $ \mathrm{\ } $ $ \mathrm{kN} $
No data

$ H_L\ [\mathrm{m}] $
$ H_v\ [\mathrm{m}] $
No data
$ s\ [\mathrm{\%}] $
Loss of height on valve and pressure height on Needle valve

$$H_L=\cfrac{v^2}{2\cdot g}\cdot ζ$$
$$H_v=H_L+\cfrac{v^2}{2\cdot g}+\left(1-Q_p\right)\cdot\left(ΔP-P_{u}\right)$$

$ σ\ [-] $
No data
$ s\ [\mathrm{\%}] $
Cavitation number

$$σ=\cfrac{\cfrac{p_{air}-P_{SV}}{ρ\cdot g}+H-H_L}{H_v}$$

$ F_x\ [\mathrm{kN}] $
No data
$ s\ [\mathrm{\%}] $
Forces on the needle

$$F_x=\cfrac{π\cdot D}{4\cdot 10^9}\cdot ρ\cdot g\cdot H_v\cdot K_x$$
Stroke from open position
Aerated coefficient
Coefficient of under-pressure of aerated hole
Under-pressure in the aerated pipeline
Air flow
$ s $ $ β $ $ f_{air} $ $ p_{air} $ $ Q_{air} $
$ \mathrm{\%} $ $ \mathrm{\ } $ $ \mathrm{\ } $ $ \mathrm{Pa} $ $ \mathrm{m^3/s} $
No data

$ β\ [-] $
No data
$ s\ [\mathrm{\%}] $
Aerated coefficient

$ f_{air}\ [-] $
No data
$ s\ [\mathrm{\%}] $
Coefficient of under-pressure of aerated hole

$ p_{air}\ [\mathrm{Pa}] $
No data
$ s\ [\mathrm{\%}] $
Under-pressure in the aerated pipeline

$\text{if }\ \text{n}= \text{no}$
$$p_{air}=NAN$$
$\text{else}$
$$p_{air}=-\min\left(p_{air}, f_{air}\cdot\cfrac{v^2}{2\cdot g}\cdot ρ+\left(1-Q_p\right)\cdot\min\left(\cfrac{L\cdot v_{max}\cdot ρ}{t\cdot c_{ef}}, p_{air}\right)\right)$$

$ Q_{air}\ [\mathrm{m^3/s}] $
No data
$ s\ [\mathrm{\%}] $
Air flow

$\text{if }\ \text{n}= \text{no}$
$$Q_{air}=NAN$$
$\text{else if }\ p_{air}<\cfrac{p_{air}}{2}$
$$Q_{air}=\min\left(Q_{max}-Q, β\cdot Q\right)$$
$\text{else}$
$$Q_{air}=\max\left(Q_{max}-Q, β\cdot Q\right)$$
Stroke from open position
Air velocity
The flow area of the aerated hole
The flow area of the aerated pipeline
$ s $ $ v_{air} $ $ A_{air} $ $ A_{air-pipe} $
$ \mathrm{\%} $ $ \mathrm{m/s} $ $ \mathrm{m^2} $ $ \mathrm{m^2} $
No data

$ v_{air}\ [\mathrm{m/s}] $
No data
$ s\ [\mathrm{\%}] $
Air velocity

$\text{if }\ \text{n}= \text{no}$
$$v_{air}=NAN$$
$\text{else}$
$$v_{air}=\min\left(0.7\cdot\sqrt{-\cfrac{2\cdot p_{air}}{ρ_{air}}}, 250\right)$$

$ A_{air}\ [\mathrm{m^2}] $
No data
$ s\ [\mathrm{\%}] $
The flow area of the aerated hole

$\text{if }\ \text{n}= \text{no}$
$$A_{air}=NAN$$
$\text{else if }\ v_{air}=0$
$$A_{air}=0$$
$\text{else}$
$$A_{air}=\cfrac{Q_{air}}{v_{air}}$$

$ A_{air-pipe}\ [\mathrm{m^2}] $
No data
$ s\ [\mathrm{\%}] $
The flow area of the aerated pipeline

$\text{if }\ \text{n}= \text{no}$
$$A_{air-pipe}=NAN$$
$\text{else if }\ v_{air}>50$
$$A_{air-pipe}=\cfrac{Q_{air}}{50}$$
$\text{else}$
$$A_{air-pipe}=A_{air}$$
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