Policy Concerning Accuracy of Stage Data
In Reply Refer To: February 5, 1996
Mail Stop 415
OFFICE OF SURFACE WATER TECHNICAL MEMORANDUM NO. 96.05
Subject: Policy Concerning Accuracy of Stage Data
The purpose of this memorandum is to reaffirm and clarify the U.S.
Geological Survey (USGS) policy on accuracy goals for collection of
surface-water stage data, which was previously stated in Office of
Surface Water (OSW) Technical Memorandum No. 93.07. In summary, the
previous memorandum states that stage data are to be collected with
sufficient accuracy to support computation of discharge from a stage-
discharge relation and that procedures and equipment used are to be
capable of sensing and recording stage with an uncertainly of no more
than 0.01 ft or 0.20 percent of indicated reading, whichever is
larger.
This accuracy goal addresses the intended uses of the stage data
collected by the USGS and applies to the final result of the stage-
data collection process. The goal expresses the combined accuracy of
the total assemblage of instruments, equipment, and procedures to be
used in any USGS stage-data collection system. The goal is not
intended as a specification for accuracy of any single component of
the measurement system and is not intended as a specification for
procurement of any particular kind of instrumentation or equipment.
The accuracy statement refers to the complete stage-measuring system,
which includes all the instrumentation and equipment used at a site
to measure stage and record its value. In addition to the stage-
sensing component, a number of other components of instrumentation
and equipment are needed for this purpose. These components include:
o The means by which the river stage is brought into communication
with the stage-sensing component, such as a stilling well or
bubbler system
o The means by which the response of the sensing component is
converted into a form suitable for recording, such as conversion of
mechanical movement or electrical signal
o The means by which the data are recorded and uploaded, such as
paper chart, punched tape, or data logger
o The means by which the recorded and uploaded values are verified
and calibrated against direct field observations of river stages,
such as by comparison with wire-weight, electric-tape, or staff-
gage readings
All of these components contribute incremental errors to the overall
error or uncertainty in stage data.
In designing the installation of instrumentation and equipment for
stage-data collection and recording at any particular site, the
accuracy characteristics of all components of the system must be
considered in combination. That is, the accuracy specified for any
component of the system should be considered in relation to the
interconnections among the system components, the accuracies of the
other components, and the overall accuracy goal. The accuracy
requirement for any single component generally will be more stringent
than the requirement for the system as a whole.
For procurement of non-submersible pressure sensors for use in
surface-water stage measurement, the Office of Surface Water and the
Hydrologic Instrumentation Facility jointly considered the errors
inherent in the various components of gas-purge systems and agreed on
the accuracy that would be required for the pressure-sensor component
to enable the total stage-measurement system to meet the overall
accuracy goal. In addition to pressure-sensor calibration errors, the
errors considered include (but are not limited to) errors in reading
reference gages and in setting pressure sensors in the field,
movement of reference gages and gas-purge system orifices,
obstruction of the orifice by sediment or debris, and exposure of the
orifice to dynamic (velocity-head) pressure effects. Qualitative
assessment of error magnitudes and of achievable accuracies of the
various system components led to an agreement between the Office of
Surface Water and the Hydrologic Instrumentation Facility to adopt
the larger of 0.01 ft or 0.10 percent of reading as the accuracy
standard for the procurement of non-submersible pressure-sensor
instruments.
Thomas H. Yorke
Chief, Office of Surface Water
WRD Distribution: A, B, FO, PO