← All summaries
original land surface (pre-pumping datum) Bedrock (rigid base — does not compact) potentiometric surface (head in confined aquifer) Q benchmark subsidence: 0.0 ft sand — transmits pressure, ~no compaction clay / aquitard — compacts (cause of subsidence)
Figure 1. Conceptual cross-section of a confined aquifer system. Pumping lowers groundwater head (blue), raising effective stress on the skeleton (page 02). The coarse aquifer sands transmit that pressure change but are stiff and barely deform — keeping their thickness. Only the fine-grained clay interbeds and confining units compact, squeezing out water and visibly thinning (orange arrows), each by an amount set by its own thickness and compressibility. Land subsidence at the surface is the sum of the individual clay-layer compactions — the thickest, most compressible clay (here, the middle interbed) contributes the most. Two controls drive it: head decline, and clay compressibility, which depends on how the clay was deposited (page 02). There is no universal head-to-subsidence ratio: the same head decline yields very different subsidence depending on clay thickness, compressibility, and depositional packing. Schematic; vertical scale exaggerated. After Poland & Davis (1969); Galloway, Jones & Ingebritsen (1999).
Subsidence has many causes — this series is about one
In scope

Aquifer-system compaction

Withdrawal of groundwater lowers fluid pressure in confined aquifers, transferring load to the granular skeleton. Fine-grained interbeds compact — mostly permanently. This is the dominant cause of human-induced subsidence in California's Central Valley and the focus of every page that follows.

Related

Other fluid withdrawal

Oil and gas extraction (Wilmington Field, Long Beach) and geothermal production cause subsidence by the same effective-stress mechanism. The geomechanics are identical; only the fluid and depth differ.

Out of scope

Non-hydraulic causes

Drainage and oxidation of organic peat soils (Sacramento–San Joaquin Delta), hydrocompaction of dry, loosely deposited sediments on first wetting, dissolution/karst collapse, and tectonic movement. Important locally, but governed by different processes.

The case histories that built the science

San Joaquin Valley, California

The largest human alteration of the land surface on Earth at the time it was documented: up to ~9 m (28+ ft) of subsidence near Mendota by the 1970s. Joseph Poland's iconic photo of a pole marking the 1925, 1955, and 1977 land-surface positions became the emblem of the problem.

Imported surface water (Central Valley Project, State Water Project) slowed it for decades — but drought-driven pumping in 2007–2010 and 2012–2016 renewed rapid subsidence, damaging the Delta-Mendota Canal and California Aqueduct (Sneed & Brandt 2013, 2018).

Santa Clara Valley, California

The first place in the United States where land subsidence was attributed to groundwater pumping (Tolman & Poland 1940). Up to ~4 m (13 ft) of subsidence in San Jose by the 1960s drove flooding of bay-front lands.

It is also the great success story: aggressive recharge and imported water raised heads back above the preconsolidation stress, and subsidence essentially stopped. The lesson — recovery is possible only if heads are kept above the critical threshold (page 05).

Houston–Galveston, Texas

Over 9 ft of subsidence from groundwater (and hydrocarbon) withdrawal; activated growth faults and worsened coastal flooding. Now managed by the Harris-Galveston Subsidence District, which regulates pumping and shifted supply to surface water — and documented by the USGS GULF groundwater-flow and subsidence model (Ellis et al. 2023).

Antelope Valley & others

Mojave Desert basins (Antelope Valley, Coachella) provided the modern, well-instrumented studies linking InSAR, extensometers, and aquifer-system models (Sneed & Galloway 2000; Galloway et al. 1998).

Worldwide

Mexico City, the Po and Central Valley of California, Jakarta, Bangkok, the San Joaquin/Tulare basins, and Shanghai — the same effective-stress physics, in very different geologic settings.

Why managers care: the consequences

Permanent loss of aquifer storage

Inelastic compaction destroys pore space in the fine-grained interbeds. The water that was released is gone, and the storage capacity that held it is permanently reduced. Unlike a lowered water table, this loss does not recover when pumping stops — the single most important fact in this series.

Infrastructure & ground failure

  • Differential subsidence reverses gradients on canals and flood-control channels (the Friant-Kern and California Aqueduct have lost conveyance capacity).
  • Earth fissures open where compaction is differential (Holzer 1984), damaging roads, foundations, and well fields.
  • Protruding and collapsed well casings as the ground sinks around fixed-depth casing.
  • Increased flood risk in subsided coastal and valley lowlands.

Key references

  1. Tolman, C.F. & Poland, J.F. (1940). Ground-water, salt-water infiltration, and ground-surface recession in Santa Clara Valley, California. Transactions, AGU 21(1): 23–35.
  2. Poland, J.F. & Davis, G.H. (1969). Land subsidence due to withdrawal of fluids. In Reviews in Engineering Geology, Vol. II, Geological Society of America, p. 187–269.
  3. Poland, J.F., Lofgren, B.E., Ireland, R.L. & Pugh, R.G. (1975). Land subsidence in the San Joaquin Valley, California, as of 1972. USGS Professional Paper 437-H.
  4. Poland, J.F. (ed.) (1984). Guidebook to studies of land subsidence due to ground-water withdrawal. UNESCO Studies and Reports in Hydrology 40.
  5. Galloway, D.L., Jones, D.R. & Ingebritsen, S.E. (1999). Land subsidence in the United States. USGS Circular 1182.
  6. Galloway, D.L. & Burbey, T.J. (2011). Review: Regional land subsidence accompanying groundwater extraction. Hydrogeology Journal 19(8): 1459–1486.
  7. Sneed, M. & Brandt, J.T. (2013, 2018). Land subsidence along the Delta-Mendota Canal and California Aqueduct, San Joaquin Valley, California. USGS SIR 2013-5142; SIR 2018-5144.
  8. Ellis, J.H., Knight, J.E., White, J.T., Sneed, M., Hughes, J.D., Ramage, J.K., Braun, C.L., Teeple, A., Foster, L., Rendon, S.H. & Brandt, J. (2023). Hydrogeology, land-surface subsidence, and documentation of the Gulf Coast Land Subsidence and Groundwater-Flow (GULF) model, southeast Texas, 1897–2018. USGS Professional Paper 1877. (Houston–Galveston, in cooperation with the Harris-Galveston Subsidence District.)