Subsidence in groundwater basins

Posted 5 September 2008

Interferogram showing deformation in the Los Angeles Basin, April 1998 - May 1999 (USGS, 2005)

Subsidence is lowering of the ground surface that results from compaction or consolidation of the geological materials beneath, such as soil and rock.

Consolidation of these geological materials occurs when stress is applied that causes them to decrease in volume. Subsidence resulting from consolidation can be caused by a variety of factors that vary from place to place.

Subsidence is a natural process in certain landscapes where there are porous sediments and rocks, or where they are highly soluble. Subsidence can affect clay, peat, some silts and some sands, limestones with large underground voids and can be associated with mining activity and old mine workings.

Groundwater extraction can also lead to consolidation and subsidence by causing a decrease in the volume - and loss of pressure - of pore-water in the substrate.

The downward movement of subsidence is measured relative to a reference level (datum). Movement of the ground surface in the opposite direction to subsidence is called uplift.

Why does subsidence occur when groundwater is extracted?

Subsidence in groundwater basins mainly occurs in layers of clay, silt and peat, rather than within aquifer materials that conduct the groundwater like sand and gravel.

This is because sediments such as clay are very porous and are readily deformed, imparting a high potential for consolidation. The amount of subsidence in clay depends on the initial water content of the clay and how much stress is applied.

Groundwater pumping that exceeds the natural rate of recharge in the basin can lower groundwater levels. This water loss decreases the pore water pressure contributing to the support of overlying sediment, causing an overall decrease in the volume of the sediment matrix. As the sediment is compacted by gravity, the ground surface above becomes lower. This is a common cause of subsidence in groundwater basins.

How is subsidence measured?

A variety of methods can be used to detect and measure subsidence. These include surveying with real time global positioning systems (RTK GPS), installation of extensiometers in boreholes and advanced satellite mapping techniques.

One advanced satellite mapping technique, called Satellite Interferometric Synthetic Aperture Radar (InSAR), is often used for regional-scale subsidence measurement.

InSAR can detect how much the ground surface has subsided (or uplifted) by measuring the distance between it and a spacecraft. This is accomplished by measuring the differences between radar signals transmitted to the ground surface from the same point in space at different times, usually months or years apart. The radar data is combined into an interferogram image, which shows the magnitude of the differences between the successive signals, detecting movement as little as 5-10mm.

The technology behind InSAR was first used to remotely explore the surfaces of the Moon and Venus. Since then the method has been refined and is now used for many applications on earth, such as earthquake and volcano monitoring. InSAR is less expensive than other methods, providing millions of data points over large areas as much as 10,000 square kilometres.

Methods of measuring land subsidence

 Measure-
ment
Resolution1 (mm)Samples/
survey2
Spatial scale
Spirit levelVertical0.1-110-100Line-network
GeodimeterHorizontal110-100Line-network
Borehole extensiometerVertical0.01-0.11-3Point
Tape extensiometerHorizontal0.31-10Line-array
Invar wire extensiometerHorizontal0.00011Line
Quartz tube extensiometerHorizontal0.000011Line
GPSVertical &
horizontal
20 (vertical)
5 (horizontal)
10-100Network
InSARRange5-10100,000- 10,000,000Map pixel3
  1. Resolution attainable under optimum conditions.
  2. Number of measurements attainable under good conditions.
  3. A pixel is typically 30 to 90 square meters on the ground.

Where has subsidence been detected?

Cases of subsidence associated with groundwater extraction have been identified in various places around the world.

In Mexico City subsidence of 9 m has been caused by over-pumping of groundwater from sand layers interbedded with clay.

The Santa Clara Valley in California has been subsiding substantially in association with groundwater pumping since 1940. An 8-month interferogram (right) reveals seasonal subsidence of about 30 mm near San Jose during 2005. This subsidence has resulted from an overall reduction of 10 m in groundwater levels due to extraction.

The strong relationship between groundwater level and subsidence in this area is illustrated in the graph below where changes in the rate of subsidence correlate with lowering groundwater levels. Between 1910 and 1980, the Santa Clara Valley ground surface has subsided by 4m.

In Australia, subsidence has been recognised in the Latrobe Aquifer in the Gippsland Basin of Victoria and in the Lower Namoi Valley of New South Wales. Possible subsidence has also been reported at a groundwater extraction site in the Lower Murrumbidgee area of New South Wales.

In Gippsland, subsidence of about 2 m has been recorded over an area of several square kilometers near Morwell in the Latrobe Valley. Coastal areas are of greatest concern, where authorities are now acting to deal with the increased threat of inundation of subsiding land by the sea.

Over the last 40 years, pumping groundwater for irrigation, removal of groundwater for open-cut coal mining operations (dewatering) and substantial groundwater extractions related to ongoing offshore oil and gas production in Bass Strait have lowered groundwater levels in the Latrobe Aquifer at a rate of approximately 1 m per year.

This is because the rate of natural aquifer recharge is not sufficient to compensate for the rate of extraction by industry, resulting in permanent change to the Gippsland landscape.

Cases of subsidence around the world (Nelson, 2007)

 Maximum subsidence (m)Area affected (km2)Cause
Long Beach, Los Angeles, USA9.0050Petroleum withdrawal
San Joaquin Valley, USA8.8013,500Groundwater withdrawal
Mexico City, Mexico8.50225Filled lake
Tokyo, Japan4.503,000Groundwater withdrawal1
Houston, USA2.7012,100Groundwater withdrawal (possibly oil & gas extraction)1
Shanghai, China2.63121Groundwater withdrawal1
New Orleans, USA2.00175Groundwater withdrawal, construction dewatering and drainage2
Bangkok, Thailand1.00800Groundwater withdrawal2
Venice, Italy0.22150Groundwater withdrawal1
London, England0.30295Groundwater withdrawal, construction dewatering and drainage2
Latrobe Valley, Victoria, Australia2.00Several km2Groundwater withdrawal from mining and irrigation
Namoi Valley, NSW, Australia0.5Not availableGroundwater withdrawal
  1. Coastal sediments.
  2. River sediments.

Why does subsidence matter?

Subsidence is of great importance because it is irreversible once it has occurred.

The majority of cases of subsidence recognised so far have been found to have developed due to increased extraction of groundwater, oil and gas.

Subsidence can cause many additional problems including:

  • changes in elevation and slope of streams, canals and drains, affecting the rate of flow;
  • damage to bridges, roads, railroads, electric power lines, storm drains, sanitary sewers, canals and levees;
  • damage to both private and public buildings;
  • failure of well casings causing reduction in the quality and yield of extracted groundwater;
  • tidal inundation of low-lying coastal areas that were previously above high-tide levels.

Can subsidence be predicted?

Subsidence can be predicted by developing a detailed understanding of the geotechnical response of the earth to the changes in stress caused by reduced groundwater levels.

Predicting subsidence where groundwater extraction occurs involves establishing the thickness and distribution of compressible sediments, understanding how these sediments behave in response to changing stresses, and accurately estimating the level of groundwater expected to remain in an aquifer after extraction has taken place.

Accurately estimating future groundwater levels can pose the greatest challenge to successful prediction of subsidence because groundwater requirements for agriculture and industry are inherently dynamic - and also uncertain - due to the various climatic, socio-economic and policy factors involved.

Links and references:

  • Ali, A., Merrick NP, Williams, RM, Mampitiya, D., d'Hautefeuille F, Sinclair P (2004). Land Settlement due to groundwater pumping in the Lower Namoi Valley of NSW. 9th Murray Darling Basin Groundwater Workshop, Bendigo 17-20th February.
  • Gippsland Coastal Board, (2003). Coastal Subsidence. Information Sheet #C6 from Learn about the Coast. State of Victoria, Department of Sustainability and Environment.
  • Timms, W.A, (November, 2001) The importance of aquitard windows in development of alluvial groundwater systems: Lower Murrumbidgee, Australia. PhD thesis, University of New South Wales, School of Civil and Environmental Engineering.
  • Nelson (2007). Subsidence - dissolution and human related causes. Download.
  • USGS (2005): Monitoring ground deformation from space. Fact Sheet 2005-3025
  • USGS (2003): Measuring human-induced land subsidence from space. Fact Sheet 069-03
  • Waltham, A.C. (1994): Foundations of Engineering Geology. Civil Engineering Department. Nottingham Trent University.
  • Xin-Jian Shan & Hong Ye (1998): The InSAR technique: its principle and applications to mapping the deformation field of earthquakes. Acta Seismologica Sinica, Vol. 11, No. 6 (759-769)
  • Land Subsidence - Australian Government Connected Water web site (June, 2008)

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