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Determination of viscosity with Ostwald viscometer
Theory
Transport processes
In a transport process, some quantity is transported from one place to another.
The general transport equation:
iii XLJ ⋅=
where Ji is the flux of the ith
species (the transported extensive quantity per unit area and time), Li the
conductivity coefficient, Xi the thermodynamic force (it is a gradient of an intensive quantity)
Types of the transport processes:
name driving force
transported
quantity
conductivity
coefficient
describing law
viscous flow
velocity
gradient
x
vy
d
d
impulse
t
mv
AA
F y
d
d1
=
dynamic
viscosity
η
Newton’s law
x
v
A
F y
d
d
η−=
diffusion
concentration
gradient
x
c
d
d
chemical
species
t
n
A d
d1
diffusion
coefficient
D
Fick’s 1st
law
x
c
D
t
n
A d
d
d
d1
−=
heat
conductivity
temperature
gradient
x
T
d
d
heat
t
q
A d
d1
heat
conductivity
λ
Fourier’s law
x
T
t
q
A d
d
d
d1
λ−=
electric
conductivity
potential
gradient
xd
dΦ
charge
t
Q
A d
d1
specific
conductivity
κ
Ohm’s law
xt
Q
A d
d
d
d1 Φ
−= κ
The Viscous Flow
Let us consider two plates having the same area, laying parallel to each other: let the space between
them be filled with a fluid (either gas or liquid). If the upper plate is dragged by a force F in the y
direction, then it shall move with a constant vy velocity.
So the plate will move with a constant velocity, having zero acceleration: the sum of the forces that
act on the plate is zero. Thus, against the force F that is dragging the plate, a frictional force, having the
same magnitude but the opposite direction as F is acting.
It’s an empirical fact, that in this case, the fluid layer near the plate is not moving as compared to
the plate; so this frictional force does not arise on the solid-fluid interface, but between the fluid layers:
the adjacent layers are moving with different velocities.
Fig. 1 For the explanation of viscous flow.
So when dealing with viscous flow every fluid layers chafe on their neighbours. For two fluid
layers, interacting with each other through a surface A, laying at an infinitesimal distance dx to each
other, and having yvd difference in their velocities in the direction of y (that is orthogonal to the
direction of x), one can make the following statement:
x
v
A
F y
d
d
η−=
that is commonly referred to as Newton’s law. The η coefficient is called the viscosity of the fluid.
Hagen-Poiseuille law
The Ostwald viscometer works on the basis of the Hagen-Poiseuille law: the V volume of a
homogeneous fluid having η viscosity passing per t time through a capillary tube having l length and r
radius at p pressure can be written:
t
l
pr
V
η
π
8
4
=
The flow is laminar if the direction of the flow velocity is parallel in the parallel layers. The condition of
the laminar flow is the low flow velocity and the radius of the pipe must be under a critical value. The
critical value can be calculated from the Reynolds number (Re=ρ v r/η, where ρ is the density, v is the
velocity, r is the characteristic length in the system and η is the viscosity) which should be under 2100
in case of laminar flow. The pipe should be long enough and the out flow should go to a wider reservoir
which already contains the fluid.
Stagnant plate
Moving plate
x
y
u
Gradient of the velocity,
y
u
d
d
The velocity of the layers drops from to 0,
as we advance in the direction from the moving
plate to the stagnant plate. Here the gradient of
the velocity is constant, which is not always true.
u
y
y
x
x
vy
d
d
yv
yv to 0,
The Ostwald viscometer
The Ostwald viscometer fulfils these conditions: a U-tube with two reservoir bulbs separated by a
capillary as shown in Fig. 2.
Fig. 2 Ostwald viscometer
The liquid is added to the viscometer, pulled into the upper reservoir by suction, and then allowed to
drain by gravity back into the lower reservoir. The time that it takes for the liquid to pass between two
etched marks, one above and one bellow the upper reservoir, is measured. If the level of the liquid
having density ρ is initially at h1 and finally at h2 the mean hydrostatic pressure during the outflow is:
g
hh
p ρ
2
21 +
=
where g is the gravitational acceleration of free fall. For absolute measurement we have to know all
parameters of the viscometer (V, r, l, h1, h2) but we can calibrate the equipment using a reference liquid
having well known density ρ0. The relative viscosity is:
000 t
t
rel
ρ
ρ
η
η
η ==
where ρ is the density, t is the time of outflow of the sample, ρ0 is the density, t0 is the time of the
outflow of the reference liquid (water). Knowing η0 the viscosity of the sample can be calculated.
We have to measure the density of the sample. At the laboratory course we use pycnometer for the
determination of the density. We measure the weight of the empty pycnometer (mp) the filled
pycnometer with reference liquid (water)(mp+w) having well known density (ρw) and filled pycnometer
with the sample (mp+s). The density of the sample (ρs) can be calculated as follows:
w
pwp
psp
s ρρ
mm
mm
−
−
=
+
+
Task:
Determination of the relative and dynamic viscosity of the CuSO4 solution at 20 °C.
Equipments:
Ostwald viscometer, pycnometer, 20 cm3
pipette, capillary funnel, thermostat, analytical balance
Steps:
1. Set up the temperature given by the supervisor of the measurement.
2. Measure 20 cm3
distilled water to the lower reservoir and put the viscometer to the thermostat
(even the h1 level should be under the level of the water in the thermostat)!
3. Measure the weight of the empty, dry(!) pycnometer!
4. Fill the pycnometer with 2x distilled water and put the pycnometer to the thermostat!
5. If the temperature is stable measure the time of the outflow 6-8 times! There should be no
systematic change in the times!
6. Remove the distilled water from the viscometer and fill it with the CuSO4 solution! Put the
viscometer to the thermostat again!
7. Fill the pycnometer to the ring mark IN the thermostat! Measure the weight of the pycnometer
filled with 2x distilled water!
8. Clean the pycnometer, fill it with the CuSO4 solution and put to the thermostat again!
9. Measure the outflow times for the sample 6-8 times! There should be no systematic change in the
times!
10. Fill the pycnometer to the ring mark IN the thermostat! Measure the weight of the pycnometer
filled with the sample!
11. Clean the equipments!
Bp, 06/11/2014
Mária Zsélyné Ujvári
(The Viscous Flow part was written by Soma Vesztergom.)

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Ostwald

  • 1. Determination of viscosity with Ostwald viscometer Theory Transport processes In a transport process, some quantity is transported from one place to another. The general transport equation: iii XLJ ⋅= where Ji is the flux of the ith species (the transported extensive quantity per unit area and time), Li the conductivity coefficient, Xi the thermodynamic force (it is a gradient of an intensive quantity) Types of the transport processes: name driving force transported quantity conductivity coefficient describing law viscous flow velocity gradient x vy d d impulse t mv AA F y d d1 = dynamic viscosity η Newton’s law x v A F y d d η−= diffusion concentration gradient x c d d chemical species t n A d d1 diffusion coefficient D Fick’s 1st law x c D t n A d d d d1 −= heat conductivity temperature gradient x T d d heat t q A d d1 heat conductivity λ Fourier’s law x T t q A d d d d1 λ−= electric conductivity potential gradient xd dΦ charge t Q A d d1 specific conductivity κ Ohm’s law xt Q A d d d d1 Φ −= κ The Viscous Flow Let us consider two plates having the same area, laying parallel to each other: let the space between them be filled with a fluid (either gas or liquid). If the upper plate is dragged by a force F in the y direction, then it shall move with a constant vy velocity. So the plate will move with a constant velocity, having zero acceleration: the sum of the forces that act on the plate is zero. Thus, against the force F that is dragging the plate, a frictional force, having the same magnitude but the opposite direction as F is acting. It’s an empirical fact, that in this case, the fluid layer near the plate is not moving as compared to the plate; so this frictional force does not arise on the solid-fluid interface, but between the fluid layers: the adjacent layers are moving with different velocities.
  • 2. Fig. 1 For the explanation of viscous flow. So when dealing with viscous flow every fluid layers chafe on their neighbours. For two fluid layers, interacting with each other through a surface A, laying at an infinitesimal distance dx to each other, and having yvd difference in their velocities in the direction of y (that is orthogonal to the direction of x), one can make the following statement: x v A F y d d η−= that is commonly referred to as Newton’s law. The η coefficient is called the viscosity of the fluid. Hagen-Poiseuille law The Ostwald viscometer works on the basis of the Hagen-Poiseuille law: the V volume of a homogeneous fluid having η viscosity passing per t time through a capillary tube having l length and r radius at p pressure can be written: t l pr V η π 8 4 = The flow is laminar if the direction of the flow velocity is parallel in the parallel layers. The condition of the laminar flow is the low flow velocity and the radius of the pipe must be under a critical value. The critical value can be calculated from the Reynolds number (Re=ρ v r/η, where ρ is the density, v is the velocity, r is the characteristic length in the system and η is the viscosity) which should be under 2100 in case of laminar flow. The pipe should be long enough and the out flow should go to a wider reservoir which already contains the fluid. Stagnant plate Moving plate x y u Gradient of the velocity, y u d d The velocity of the layers drops from to 0, as we advance in the direction from the moving plate to the stagnant plate. Here the gradient of the velocity is constant, which is not always true. u y y x x vy d d yv yv to 0,
  • 3. The Ostwald viscometer The Ostwald viscometer fulfils these conditions: a U-tube with two reservoir bulbs separated by a capillary as shown in Fig. 2. Fig. 2 Ostwald viscometer The liquid is added to the viscometer, pulled into the upper reservoir by suction, and then allowed to drain by gravity back into the lower reservoir. The time that it takes for the liquid to pass between two etched marks, one above and one bellow the upper reservoir, is measured. If the level of the liquid having density ρ is initially at h1 and finally at h2 the mean hydrostatic pressure during the outflow is: g hh p ρ 2 21 + = where g is the gravitational acceleration of free fall. For absolute measurement we have to know all parameters of the viscometer (V, r, l, h1, h2) but we can calibrate the equipment using a reference liquid having well known density ρ0. The relative viscosity is: 000 t t rel ρ ρ η η η == where ρ is the density, t is the time of outflow of the sample, ρ0 is the density, t0 is the time of the outflow of the reference liquid (water). Knowing η0 the viscosity of the sample can be calculated. We have to measure the density of the sample. At the laboratory course we use pycnometer for the determination of the density. We measure the weight of the empty pycnometer (mp) the filled pycnometer with reference liquid (water)(mp+w) having well known density (ρw) and filled pycnometer with the sample (mp+s). The density of the sample (ρs) can be calculated as follows: w pwp psp s ρρ mm mm − − = + +
  • 4. Task: Determination of the relative and dynamic viscosity of the CuSO4 solution at 20 °C. Equipments: Ostwald viscometer, pycnometer, 20 cm3 pipette, capillary funnel, thermostat, analytical balance Steps: 1. Set up the temperature given by the supervisor of the measurement. 2. Measure 20 cm3 distilled water to the lower reservoir and put the viscometer to the thermostat (even the h1 level should be under the level of the water in the thermostat)! 3. Measure the weight of the empty, dry(!) pycnometer! 4. Fill the pycnometer with 2x distilled water and put the pycnometer to the thermostat! 5. If the temperature is stable measure the time of the outflow 6-8 times! There should be no systematic change in the times! 6. Remove the distilled water from the viscometer and fill it with the CuSO4 solution! Put the viscometer to the thermostat again! 7. Fill the pycnometer to the ring mark IN the thermostat! Measure the weight of the pycnometer filled with 2x distilled water! 8. Clean the pycnometer, fill it with the CuSO4 solution and put to the thermostat again! 9. Measure the outflow times for the sample 6-8 times! There should be no systematic change in the times! 10. Fill the pycnometer to the ring mark IN the thermostat! Measure the weight of the pycnometer filled with the sample! 11. Clean the equipments! Bp, 06/11/2014 Mária Zsélyné Ujvári (The Viscous Flow part was written by Soma Vesztergom.)