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Geologist examines deformed rocks of a Proterozoic shear zone
Deformed rocks of a Proterozoic shear zone
Deformed rocks of a Proterozoic shear zone
Deformed rocks of a Proterozoic shear zone

Geologist Michael Frothingham observes strongly deformed rocks of a Proterozoic shear zone in the Medicine Bow Mountains (Wyoming, USA).

Geologist Michael Frothingham observes strongly deformed rocks of a Proterozoic shear zone in the Medicine Bow Mountains (Wyoming, USA).

red and white round buoys strung across the blue water of the California Aqueduct
California Aqueduct, San Joaquin Valley
California Aqueduct, San Joaquin Valley
California Aqueduct, San Joaquin Valley

The California Aqueduct flowing near Huron, CA in the San Joaquin Valley.  This spot is near one of several USGS land subsidence monitoring stations in the San Joaquin Valley.

The California Aqueduct flowing near Huron, CA in the San Joaquin Valley.  This spot is near one of several USGS land subsidence monitoring stations in the San Joaquin Valley.

USGS scientist standing with a pole annotated with land-surface elevation marks at given years at bench mark W 990.
Land Subsidence near El Nido, CA
Land Subsidence near El Nido, CA
Land Subsidence near El Nido, CA

National Geodetic Survey vertical control bench mark W990 CADWR in Merced County, California. W 990 CADWR is on the Mariposa Bypass Bridge on Washington Rd. This is one of several bench mark locations used to help measure the largest recent subsidence in the area using repeat surveys.

National Geodetic Survey vertical control bench mark W990 CADWR in Merced County, California. W 990 CADWR is on the Mariposa Bypass Bridge on Washington Rd. This is one of several bench mark locations used to help measure the largest recent subsidence in the area using repeat surveys.

USGS scientist standing with a pole annotated with land-surface elevation marks at given years at bench mark H 1235 RESET.
Land Subsidence near El Nido, CA
Land Subsidence near El Nido, CA
Land Subsidence near El Nido, CA

National Geodetic Survey vertical control bench mark H1235 RESET in Merced County, California. H 1235 RESET is in the median of State Highway 15. This is one of several bench mark locations used to help measure the largest recent subsidence in the area using repeat surveys.

National Geodetic Survey vertical control bench mark H1235 RESET in Merced County, California. H 1235 RESET is in the median of State Highway 15. This is one of several bench mark locations used to help measure the largest recent subsidence in the area using repeat surveys.

Map of the San Joaquin Valley displaying contours of land subsidence that occurred from 2008 to 2010.
2008-2010 Land Subsidence Contours, San Joaquin Valley, California
2008-2010 Land Subsidence Contours, San Joaquin Valley, California
2008-2010 Land Subsidence Contours, San Joaquin Valley, California

Land subsidence contours showing vertical changes in land surface in the central San Joaquin Valley area, California, during January 8, 2008-January 13, 2010. The top graph illustrates elevation changes computed from repeat geodetic surveys along Highway 152 for 1972-2004.

Land subsidence contours showing vertical changes in land surface in the central San Joaquin Valley area, California, during January 8, 2008-January 13, 2010. The top graph illustrates elevation changes computed from repeat geodetic surveys along Highway 152 for 1972-2004.

map of San Joaquin Valley shaded by 2008-2010 subsidence in millimeters
Subsidence (2008-2010), San Joaquin Valley, California
Subsidence (2008-2010), San Joaquin Valley, California
Subsidence (2008-2010), San Joaquin Valley, California

Map showing estimated regions of subsidence derived from interferograms for 2008–2010 and selected surface-water conveyance infrastructure in the San Joaquin Valley area of the Central Valley, California.

Map showing estimated regions of subsidence derived from interferograms for 2008–2010 and selected surface-water conveyance infrastructure in the San Joaquin Valley area of the Central Valley, California.

A buckle in the concrete lining of the Delta-Mendota canal.
Land Subsidence Along the Delta-Mendota Canal
Land Subsidence Along the Delta-Mendota Canal
Land Subsidence Along the Delta-Mendota Canal

Reduced surface-water availability (associated with droughts) during 1976-77, 1986-92, 2007-09, and 2012-current caused groundwater-pumping increases, water-level declines to near or beyond historic lows, and renewed aquifer compaction.

Reduced surface-water availability (associated with droughts) during 1976-77, 1986-92, 2007-09, and 2012-current caused groundwater-pumping increases, water-level declines to near or beyond historic lows, and renewed aquifer compaction.

Diagram showing the relation between surface and subsurface processes with linkage to land subsidence.
Landscape and Subsurface After Land Subsidence (MODFLOW-OWHM)
Landscape and Subsurface After Land Subsidence (MODFLOW-OWHM)
Landscape and Subsurface After Land Subsidence (MODFLOW-OWHM)

Post-subsidence diagram showing the relation between surface and subsurface processes with linkage to land subsidence. The linkages to subsidence deformation are briefly summarized for surface-water, landscape and groundwater flow processes.

Post-subsidence diagram showing the relation between surface and subsurface processes with linkage to land subsidence. The linkages to subsidence deformation are briefly summarized for surface-water, landscape and groundwater flow processes.

Diagram showing the relation between surface and subsurface processes with linkage to land subsidence.
Landscape and Subsurface Before Land Subsidence (MODFLOW-OWHM)
Landscape and Subsurface Before Land Subsidence (MODFLOW-OWHM)
Landscape and Subsurface Before Land Subsidence (MODFLOW-OWHM)

Pre-subsidence diagram showing the relation between surface and subsurface processes with linkage to land subsidence. The linkages to subsidence deformation are briefly summarized for surface-water, landscape and groundwater flow processes.

Pre-subsidence diagram showing the relation between surface and subsurface processes with linkage to land subsidence. The linkages to subsidence deformation are briefly summarized for surface-water, landscape and groundwater flow processes.

Diagram illustrating how peat loss from reclamation results in land subsidence.
Land Subsidence Due to Decomposition of Organic Soils
Land Subsidence Due to Decomposition of Organic Soils
Land Subsidence Due to Decomposition of Organic Soils

The dominant cause of land subsidence in the Sacramento-San Joaquin Delta is decomposition of organic carbon in the peat soils. Under natural waterlogged conditions, the soil was anaerobic (oxygen-poor), and organic carbon accumulated faster than it could decompose. Drainage of peat soils for agriculture led to aerobic (oxygen-rich) conditions.

The dominant cause of land subsidence in the Sacramento-San Joaquin Delta is decomposition of organic carbon in the peat soils. Under natural waterlogged conditions, the soil was anaerobic (oxygen-poor), and organic carbon accumulated faster than it could decompose. Drainage of peat soils for agriculture led to aerobic (oxygen-rich) conditions.

USGS scientist inspecting a buckled portion of the Delta-Mendota canal lining
Delta-Mendota Canal: Land Subidence Damage
Delta-Mendota Canal: Land Subidence Damage
Delta-Mendota Canal: Land Subidence Damage

Reduced surface-water availability (associated with droughts) during 1976-77, 1986-92, 2007-09, and 2012-2016 caused groundwater-pumping increases, water-level declines to near or beyond historic lows, and renewed aquifer compaction.

Reduced surface-water availability (associated with droughts) during 1976-77, 1986-92, 2007-09, and 2012-2016 caused groundwater-pumping increases, water-level declines to near or beyond historic lows, and renewed aquifer compaction.

A green and yellow USGS extensometer installed in a shed
Pipe Borehole Dual-Stage Extensometer
Pipe Borehole Dual-Stage Extensometer
Pipe Borehole Dual-Stage Extensometer

Extensometers are used in land subsidence studies to measure the compaction and expansion of the aquifer system to some depth. This pipe borehole dual-stage extensometer was built in 2008 in San Lorenzo, CA and measures compaction from 10 to about 300 meters. The illustration highlights the features that can be seen in the photograph.

Extensometers are used in land subsidence studies to measure the compaction and expansion of the aquifer system to some depth. This pipe borehole dual-stage extensometer was built in 2008 in San Lorenzo, CA and measures compaction from 10 to about 300 meters. The illustration highlights the features that can be seen in the photograph.

Map of land subsidence in the San Joaquin Valley form 1926-1970, shaded by amount of subsidence in meters
Land subsidence in the San Joaquin Valley, California, 1926–70
Land subsidence in the San Joaquin Valley, California, 1926–70
Land subsidence in the San Joaquin Valley, California, 1926–70

The extensive withdrawal of groundwater from the unconsolidated deposits of the San Joaquin Valley has caused widespread land subsidence—locally exceeding 8.5 meters (m) between 1926 and 1970 (Poland and others, 1975; fig. 2), and reaching 9 m by 1981 (Ireland, 1986).

The extensive withdrawal of groundwater from the unconsolidated deposits of the San Joaquin Valley has caused widespread land subsidence—locally exceeding 8.5 meters (m) between 1926 and 1970 (Poland and others, 1975; fig. 2), and reaching 9 m by 1981 (Ireland, 1986).

long fissure in the dry Mojave Desert with the mountains in the background
Fissure in the Mojave Desert
Fissure in the Mojave Desert
Fissure in the Mojave Desert

Fissure near Lucerne Lake along State Route 247 (visible in background), Mojave Desert, California. The localized subsidence in five areas near dry lake beds was caused by declining water levels in fine-grained (clay and silt) sediments. In the Mojave River and Morongo Groundwater Basins (fig.

Fissure near Lucerne Lake along State Route 247 (visible in background), Mojave Desert, California. The localized subsidence in five areas near dry lake beds was caused by declining water levels in fine-grained (clay and silt) sediments. In the Mojave River and Morongo Groundwater Basins (fig.

Map of land subsidence in the Sacramento-San Joaquin Delta, shaded by feet below sea level
Sacramento-San Joaquin Delta Land Subsidence
Sacramento-San Joaquin Delta Land Subsidence
Sacramento-San Joaquin Delta Land Subsidence

A map of subsidence in the Delta based on the leveling and observations of transmission-line foundations, circa 1930s-1990s. The subsidence increases stresses on the levee system, and failure of levees would cause salt water to move further up the Delta system by disrupting favorable gradients.

A map of subsidence in the Delta based on the leveling and observations of transmission-line foundations, circa 1930s-1990s. The subsidence increases stresses on the levee system, and failure of levees would cause salt water to move further up the Delta system by disrupting favorable gradients.

Illustration of the aquifer compaction process.
Aquifer Compaction
Aquifer Compaction
Aquifer Compaction

Fine-grained sediments (clays and silts) within an aquifer system are the main culprits in land subsidence due to groundwater pumping. Fine-grained sediments are special because they are composed of platy grains. When fine-grained sediments are originally deposited, they tend to be deposited in random orientations.

Fine-grained sediments (clays and silts) within an aquifer system are the main culprits in land subsidence due to groundwater pumping. Fine-grained sediments are special because they are composed of platy grains. When fine-grained sediments are originally deposited, they tend to be deposited in random orientations.

Image: Land Subsidence in the San Joaquin Valley
Land Subsidence in the San Joaquin Valley
Land Subsidence in the San Joaquin Valley
Land Subsidence in the San Joaquin Valley

Approximate point of maximum subsidence in the San Joaquin Valley, California. Land surface subsided ~9 m from 1925 to 1977 due to aquifer-system compaction. Signs on the telephone pole indicate the former elevations of the land surface in 1925 and 1955.

Photograph by Richard Ireland, U.S. Geological Survey

Approximate point of maximum subsidence in the San Joaquin Valley, California. Land surface subsided ~9 m from 1925 to 1977 due to aquifer-system compaction. Signs on the telephone pole indicate the former elevations of the land surface in 1925 and 1955.

Photograph by Richard Ireland, U.S. Geological Survey