Method and assembly for measuring solid precipitation in drilling fluids
A measurement method and a measuring assembly are provided, and the measuring assembly enables the measurement of the non-destructive and time-dependent change of solid precipitation in drilling fluid (mud) in static conditions. A measurement method and measuring assembly suitable for use in both in the laboratory and in the field, which is low cost and provides ease of application, has been developed. This method and assembly allow reliable temperature-dependent measurements of the change in the densities of drilling fluids of various densities, containing clays, some chemicals polymers and inert solids like barite (BaSO 4 ).
1 . A measurement method for non-destructive and time-dependent measurement of solid precipitation of drilling fluid, comprising mud, in static conditions, wherein the measurement method comprises the steps of
i) taking a drilling fluid sample into a fluid chamber,
ii) suspending a probe to the drilling fluid by means of a hanger, wherein the probe is completely embedded in the drilling fluid and does not contact a base of the fluid chamber, wherein a weight of the probe is known and a density of the probe is above a maximum density that the drilling fluid is allowed to have,
iii) keeping the drilling fluid in the static state,
iv) measuring a sum of a weight acting on the probe and a buoyant force caused by the drilling fluid during holding of the drilling fluid, and
v) calculating an instantaneous drilling fluid density using the measured force or a change of a drilling fluid density using a change of the measured force.
2 . The measurement method according to claim 1 , wherein change of the drilling fluid density (Δρ fl ) is calculated according to the equation
Δ
ρ
fl
=
ρ
p
·
(
1
-
Δ
W
e
W
)
by using the density of the probe (ρ p ), the weight of the probe in the air (W) and the change of the measured force (ΔW e ).
3 . The measurement method, according to claim 1 , wherein the drilling fluid density (ρ flt ) at the time (t) is calculated according to the equation
ρ
flt
=
ρ
p
·
(
1
-
W
e
W
)
t
by using the density of the probe (ρ p ), the weight of the probe in the air (W) and the force (W e ) measured at the time (t).
4 . The measurement method, according to claim 1 , wherein a temperature of the drilling fluid sample is further regulated during measurement.
5 . A measuring assembly for measuring solid precipitation of drilling fluid, comprising mud, in static conditions, comprising:
a fluid chamber holding a drilling fluid sample;
a probe, wherein a weight of the probe is known and a density of the probe is above a maximum density that the drilling fluid is allowed to have, wherein the probe is in a form of an ellipsoid, and wherein vertical axis of the ellipsoid is longer than horizontal axes of the ellipsoid;
a hanger, wherein the hanger has a length to hold the probe in the fluid chamber, wherein the probe is completely embedded in the drilling fluid and does not contact abase of the fluid chamber, wherein the hanger is connected to the probe by a cylindrical channel extending along the vertical axis of the probe;
a precision balance, wherein the hanger is connected to the precision balance, the precision balance allows measurement of a sum of a weight acting on the probe and a buoyant force caused by the drilling fluid.
6 . The measuring assembly according to claim 5 , wherein the probe has a ratio of each horizontal axis length (in a circular shape) to a vertical axis length between 0.3 and 0.4.
7 . The measuring assembly according to claim 5 , wherein the probe has a ratio of horizontal axis length to a diameter of the cylindrical fluid chamber less than 0.3.
8 . The measuring assembly according to claim 5 , comprising a heat jacket, wherein the heat jacket surrounds the fluid chamber from sides and keeps the fluid chamber at a predetermined temperature.