PELLISSIER MODEL H5
PORTABLE HYDROSTATIC LEVEL / TILTMETER
The Pellissier Model H5 is an exceptionally accurate water tube
level, especially designed to be portable, which incorporates the
experience of more than 30 years of work with precise hydrostatic
instruments. Designed to be operator friendly, the user requires less
than an hour of training and practice to obtain accurate readings.
The instrument and its connecting tube are insulated and temperature
stabilized so that the connecting tube need not be level to attain
accurate results. The instrument's range of +/- 25 millimeters per
setup is adequate for most precise work. ln operation, it is
impossible to inject operator bias or editing into the readings as
they are obtained from a motor driven probe which controls the moment
of contact with the water surface. All data are automatically
recorded and elevations are computed in the field using a leveling
program on a built-in computer. Field data are then uploaded to a
Mac or IBM spreadsheet program for reports.
An optional accessory is being developed, (available August, 1992)
which permits unattended monitoring of tilt at 20 minute intervals for
periods of up to a month. Given suitably stable monuments, the H5,
installed and operated as a tiltmeter, is capable of observing and
measuring the Earth tide effect with an overall accuracy of +/- 3
microns.
The H5 is now available for those applications where very accurate
work is required, or for applications where the integrity of the data,
free from operator bias or recording error, is essential. Extensive
testing has assured that the performance specified below will be
attained under any expected conditions.
Specifications: Leveling work
Tube length (optional maximum, 25 meters) 14 meters
Vertical range, each setup (+/- 1 inch) +/- 25 millimeters
Accuracy, each setup (+/- .0002 inch) +/- 5 microns
Repeatability, each setup (+/- .0001 inch) +/- 2 microns
Resolution, each end well (+/- .00005 inch) 1 micron
Surface detection method Motor driven platinum probe
Progress, 2 men, double run 100 meters / hour
Tube assembly, outside diameter 60 millimeters
Slave end 5"wx16"lx14"h, 15lb
Master end 9 "w x 22" 1 xl 4" h, 40 lb
Power, Battery and charger included 12 Volts, 0.4 amp average
Weight, complete instrument 125 lbs
INTRODUCTORY PRICE: $9700.00
P & S Enterprises, Ltd
820 S. Monaco Pkwy, Suite 203
Denver, CO 80224
(303) 333-9577
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Hydrostatic Level With Micron Accuracy
An instrument and its associated measurement process must have an
integrity of design and of operating procedures which does not easily
permit inaccurate measurements. A precise optical level is used with
a procedure which assures accuracy by requiring balanced sights,
closed circuits or double runs, and other error reducing or error
detecting methods. The instrument must be operated in accordance with
the carefully crafted procedure and by a highly trained observer if the
results are to be valid. The H5, a different kind of precise level,
is operated with procedures similar to those used for optical
leveling.
General Notes
Hydrostatic levels have been built as permanently installed devices
which produce accuracies of a micron or two in 50 meter lengths, and
tens of microns over a kilometer or so. A hydrostatic level intended
for use in the field must be user-friendly. It should be easy to set
up and to move. When used in accordance with appropriate procedures,
it should never allow inaccurate measurements to be taken as real
data. Except for the instrument described by Eaton(1) , no serious
portable instrument has found extensive use. Eaton's instrument has
not been in regular use for many years because it's accuracy
depended upon operation by skilled personnel, preferably on a rainy
night when ambient conditions are stable. Accuracy also depended upon
making measurements during the short period after filling the bare
plastic water tube and before thermal gradients led to inaccurate
results.
U-Tube Errors Are The Real Killers
The primary source of inaccuracy which remains after the effects of
atmospheric pressure, capillary rise, settling time, differential
thermal expansion, accurate detection of surface location, etc, have
all been dealt with, is what is commonly called U-tube error. This
error occurs whenever a vertical run of tube is at a temperature
different from that of some other vertical run. When a micron or two
matters, vertical runs of as little as a centimeter and temperature
differences of one degree C between these runs give micron size
errors. The U-tube error for water at room temperature is about 0.7
micron per centimeter per degree C. A 'vertical run' of only a
centimeter in a 30 meter long tube is really only a small unlevelness
in the route and is not usually recognized as a potential error
source. Temperature differences of 2 or 3 degrees are not even felt
by the average person. Small undulations, as in crossing a furrowed
field, all add up as error sources if there are temperature
differences between upward and downward runs. It is nearly impossible
to measure the height of each of the inevitable small vertical runs or
the temperature associated with each of them so that a correction can
be calculated. It is true that if the tubing is perfectly level there
will be no U-tube error, no matter how large the temperature
difference is across the instrument setup. My conclusion, after years
of experience, is that it is impractical to depend upon level runs of
tubing to eliminate U-tube error if accuracy of a few microns per
setup is required.
Instruments which use a second liquid in a second parallel tube can,
in principle, make the required correction. I have built and field
tested two quite different versions of this type, as have others.
Limitations in the properties of available liquids and other problems
described by Murphy's Law intrude so that the needed correction is not
dependably accurate in an instrument that can be considered to be
portable.
A Solution To The U-Tube Error Problem
The only solution which seems to work at all reliably is the brute
force one used by Eaton in which water is pumped in the liquid filled
tube to force it to a uniform temperature throughout its length.
The essential improvement on Eaton's equipment is the addition of
thermal insulation to the tube to prolong the measurement period, and
the provision of a pump, reservoir, and valves to easily refill and
recycle the water for a fresh start on a new measurement set. If
these things are done properly, the tube assembly with its protective
outer cover are a bit more than two inches in diameter.
The H5 Solution
The H5 is accurate and easy to use. Readings are recorded
automatically. It can be reasonably extended in length to about 30
meters if the application requires, but it is probably a three man
instrument at that length. The tubing run between the measuring wells
need not be level. Vertical loops in the tubing of up to a meter or
two are no problem. Higher vertical runs carry the risk of some
U-tube error if the thermal environment is not reasonably uniform. As
a two man portable level, each individual backsight or foresight
requires 4 or 5 minutes, giving a double run progress of about 100
meters per hour. Preliminary testing shows an overall accuracy of
better than +/- 5 microns per setup with repeatability of +/- 2
microns. There is reason to expect that , eventually, the traceable
accuracy can be improved to about +/- 3 microns with improvements in
procedures and in the circulating water system .
Well Diameter And Settlinq Time
The time constant of the assembled instrument should be as short as is
reasonably possible. The well diameter is determined by the acceptable
error associated with capillary rise and surface tension effects.
With the well diameter fixed, all that can be done about the time
constant is to be certain that the tube diameter is at least large
enough to assure that the system response is not overdamped. Typical
single time constants for these systems are in the range of 5 to 10
seconds. Allowing ten time constants for settling, the instrument must
sit for a minute or so before taking final readings. The operating
procedure quickly shows whether enough time has elapsed because it
requires three readings which fall within a maximum range of +/- 5
microns.
Temperature Effects
The system must be shielded from temperature changes which occur at
rates which are fast compared with the system response time. Much of
the strange behavior of hydrostatic levels which has been experienced
or reported when trying for accuracy of a few microns results from the
fact that thermally induced system volume changes occur faster than
the system can settle down to a stable reading. The practical
solution is to isolate the water tube so that does not experience
significant temperature changes during the measurement period.
Long Systems
A longer tube than about 30 meters leads to further difficulties with
volume expansion because a larger diameter tube is needed to avoid
overdamped response times. The larger tube (and greater liquid
volume) leads to a need for more insulation, which makes the whole
thing more bulky. At some point, the term 'portable' no longer
applies. For fixed installations, lots of insulation and in addition,
if necessary, a fixed large well to reduce the height of thermal
common mode excursions leads to systems up to a mile or more in length
which do not exhibit rapid changes in liquid height. In Holland,
systems up to a few kilometers long have been used as portable
instruments deployed from barges along the bottom of canals. These
instruments had a one centimeter diameter tube and very long time
constants. A measurement usually was extended over several days to
arrive at a reasonable long term average for a data set. The thermal
stability of the water in the canals made it possible to operate these
very long instruments without thermal insulation.
Findinq The Surface
For detection of the liquid surface with high resolution, wide range
and long term accuracy , it is hard to improve on the CERN instrument
in which a probe is advanced downward with a micrometer screw until
electrical contact is made with the surface. Repeatable, reliable
measurements to at least +/- 5 microns can be made manually. Manual
readings are possible to an accuracy of +/- 1 micron, but it is
tedious and frustrating for the operator if more than a very few
measurements are required. Vibrations caused by attempts to obtain
manual readings can easily cause wavelets a few microns high. Upon
contact of the probe with the surface, surface tension forces cause
the water to wet the probe. Once wetted, the probe must be withdrawn
about 500 microns to force the surface to 'let go' of the probe tip.
This means that if vibration causes waves - say 5 microns high - on
the surface, the probe will be wetted by the first wavetop it meets.
The water at the top of the wavelet will 'stick' to the probe. This
results in a reading which is too high. A simple motorized advance
and retract system using a slow speed moter which does not generate
troublesome vibrations or waves is the method used in the H5 to make
readings which are accurate to a micron. These automated, motorized
readings are independent of operator skill, fatigue level, or
concentration. It also is a simple means for obtaining readings
automatically in an instrument installed to monitor elevation,
settlement, or earth tide effects. Because of the wavelets mentioned
above, the instrument cannot be used with high accuracy on an
operating machine which is vibrating, or on other vibrating or
oscillating structures such as long bridges which cause small waves in
the water or prevent settling to a stable reading. This is also a
serious problem with other types of precise levels for reasons
specific to each type of instrument.
There are reports that in long term use, a probe which is withdrawn
and dries between reading sessions develops evaporated solids, salts,
etc. on the tip which prevent accurate work. In the arrangement now
used, the humidity is 100%, the probe tip does not dry, and so far, in
several months, no residue has developed. According to Murphy's Law,
any probe tip will eventually somehow pick up some deposits. In the
H5, a probe can be removed, cleaned, and accurately replaced at any
time in about a minute. Eaton's approach, in which a pointed probe
approaches the surface from below, avoids waves and wavelets and makes
it possible to obtain manual readings accurate to a micron or two
fairly easily, but there is no readily apparent way to make readings
automatically.
Bubbles
A very serious practical concern in the operation of any hydrostatic
instrument is the necessity of knowing that there are no air bubbles
in the liquid line. Bubbles cause two sorts of problems. One is a
serious nuisance, but it still permits accurate work. The other
prohibits accurate work entirely. If small bubbles which do not
completely block the water tube are present, they affect the thermal
common mode response because the air in the bubbles expands much more
than water with a change in temperature. This causes more rapid
variations in the surface level at each well, as if the thermal
insulation of the water tube were defective or absent. If these small
bubbles coalesce to completely block the tube with a single large
bubble, surface tension forces cause the bubble to resist water
pressure differences of up to a millimeter or two, giving a 'dead' and
completely erroneous response. If a bubble is suspected in the H5, it
is a simple matter to recirculate the water, completely refilling the
tube. The measurement set can then be quickly repeated. With the
procedure used, which always circulates water through the tube before
each set of measurements, it is unlikely that a bubble will ever be
encountered.
Well Thermal Coefficient
An ideal instrument would be designed so that it is not necessary to
measure and correct for temperature effects at each end. The H5 is
designed to have a thermal well coefficient of less than 1 micron per
degree C. Since the wells are never more than about 1/2 degree C
different in temperature, the thermal error can be safely neglected.
1. Eaton, J. "A portable Water-Tube Tiltmeter",
Bull. Seis. Soc. of Amer. Vol. 49, No. 4, pp 301-316, Oct, 1959
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