Groundwater Level Monitoring with standpipes and piezometers

Groundwater level monitoring measures the water level in the ground, and the pore water pressure in specific layers, at installed standpipes and piezometers. It establishes the design groundwater level, checks the performance of dewatering, tracks pore pressure build-up and dissipation during compaction, preloading and consolidation, and watches for effects on neighbouring structures. Readings are taken manually with a dip meter or automatically with data loggers.

Technician lowering a dip meter into a standpipe piezometer inside a lockable protective cover
Groundwater level reading with a dip meter.

When the test is used

Typically used for…

  • Dewatering systems and excavations below the water table.
  • Consolidation with preloading and vertical drains.
  • Dynamic compaction and vibro works in saturated soils.
  • Seasonal and tidal groundwater variation for design.

Limitations

  • A standpipe shows the combined water level over its response zone; a sealed piezometer is needed for a single layer.
  • Instruments must be protected from damage on an active site.
  • Readings need a consistent datum and frequency to be useful.
Project-dependent

The test type, number and locations are agreed with the consultant for each project.

How the test works

A borehole is drilled to the target layer and a standpipe with a slotted section, or a piezometer sealed within the layer, is installed with a filter and bentonite seals. The top is protected by a cover and surveyed.

Water levels are read with a dip meter, or pressures are logged automatically by vibrating wire or pressure transducers, at the agreed frequency, and plotted against time and the works.

Groundwater monitoring: standpipe and piezometerA standpipe with a slotted section shows the water level over its response zone. A piezometer sealed within one layer records the pore pressure in that layer. Readings are taken by dip meter or logged automatically. Groundwater level Standpipe Dip meter Slotted section in filter Bentonite seal Piezometer + data logger Sealed sensor in target layer Bentonite seal Protective cover
Schematic, not to scale.

Test planning inputs

  • Purpose: design level, dewatering performance or pore pressure response.
  • Instrument type, locations and response zones.
  • Reading frequency and trigger levels where used.
  • Datum and survey reference.
  • Reporting requirements.

Calibration and equipment checks

  1. Instrument installation records and response tests.
  2. Baseline readings before the works start.
  3. Logger and transducer calibration checks.

Test execution controls

  • Installation depth, filter and seals recorded.
  • Readings taken to a consistent datum and frequency.
  • Instruments protected and checked after damage.
  • Logger data downloaded and checked.

Interpretation and reporting

The test plan, the raw record and the interpretation are kept separate, so it is always clear what was specified, what was measured and what it shows.

Test plan

What is specified

Monitoring purpose, locations and any trigger levels agreed with the consultant.

Test record

What was measured

Installation logs and readings for each instrument.

Interpretation

What it shows

Time plots and interpretation, in the monitoring report.

Deliverables

  • Monitoring plan
  • Installation records
  • Reading records and logger data
  • Time plots
  • Monitoring reports

Discuss the testing your project needs.

Share the project stage, the ground conditions and the specification or acceptance criteria.