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Ben Elder Lofgren

Publications and source records attributed to Ben Elder Lofgren.

9 recordsLinked to original sources

Monitoring crustal strain, Cerro Prieto geothermal field, Baja California, Mexico

Significant ground deformation may be occurring in the Cerro Prieto geothermal area, Mexicali Valley, Mexico, as a direct result of extensive withdrawals of geothermal fluid and of continuing tectonism. In order to measure the magnitude and rate of this deformation, three networks of precise geodetic control were established in 1977-78, as part of an international agreement between Mexico and the United States. This report gives the background data for one of these survey nets--a local network of precise horizontal control designed to monitor the horizontal component of ground movement in the area of geothermal production. It represents the first year's effort of a 3-year investigation by the U.S. Geological Survey. It is anticipated that the network of horizontal control will become part of the monitoring program of the Mexican Comision Federal de Electricidad (C.F.E.) for periodic surveys. Fifty-nine lines of precise horizontal control comprising the Cerro Prieto horizontal-control net were established and measured for the first time during January-March 1978. The net encompasses the area of geothermal interest, and spans many of the active local and regional faults. By repeated measurement of the lines in the network, magnitudes and rates of relative ground movement can be calculated. Surveyed control lines of the net tie stations in the geothermal area to bedrock reference stations on Cerro Prieto volcano and four peaks of the Cucapas Mountains. Thus, measured ground movement in the geothermal area can eventually be correlated with regional changes in western Mexicali Valley. To measure accurately the deformation caused by geothermal production and to differentiate this deformation from changes due to other causes are among the challenges of this research program.

Baja California

Monitoring crustal deformation in the Geysers-Clear Lake geothermal area, California

Geodetic surveys since 1972-73 reveal significant crustal deformation in The Geysers-Clear Lake region. Resurveys of precise control networks are measuring both vertical and horizontal ground movement, with most of the change continuing in the area of geothermal fluid withdrawal. Preliminary evidence suggests right-lateral horizontal movement on northwest-trending fault systems and vertical and horizontal compression of the deep geothermal reservoir system. A direct correlation is suggested between ground-surface deformation and subsurface pressure changes in the reservoir system. Although surface changes appear too small to be of environmental concern in The Geysers-Clear Lake region, they indicate hydrodynamic changes in the reservoir of significant import. Two types of vertical changes in The Geysers production area are indicated in the 1973-77 data--(a) a regional subsidence between the Collayomi and Mercuryville fault zones and (b) local subsidence directly related to the area of principal steam production. Maximum subsidence of 13 centimeters in 4? years occurred in the area of most concentrated steam withdrawals and where fluid-pressure declines were near maximum. Subsidence rates throughout the production area from 1973 to 1975 were about half the 1975-77 rates in apparent correlation with pressure changes measured in the reservoir system. Horizontal ground movement as great as 2.0 centimeters per year, generally inward toward the center of production, was measured around the perimeter of the steam production area.

California

Measured crustal deformation in Imperial Valley, California

Precise geodetic surveys since 1972 indicate that significant vertical deformation of the land surface continues in Imperial Valley, California. Measured vertical changes as great as 3.5 cm per year indicate that two types of tectonic movement are occurring: (1) a downward regional tilt of the valley surface from the Mexican border northward toward Salton Sea, and (2) a deepening of the structural trough presently occupied by Salton Sea. A comparison of 1972-77 change contours with 1927 topographic contours shows gross parallelism, suggesting that the recent deformation is a continuation of the tectonism that formed the Salton trough. Ground movement since 1972 has tended to steepen slightly the gradients of streams, canals, and drains on the valley floor and to increase the capacity of Salton Sea. A usable record of eight years of background measurements of tectonic change are available prior to the impact of geothermal production in Imperial Valley.

California

Land subsidence and aquifer-system compaction in the San Jacinto Valley, Riverside County, California - A progress report

Widespread subsidence continues in the San Jacinto structural trough as water levels continue to decline. Subsidence is due principally to the compaction of water-bearing deposits as effective stresses are increased by artesian-head decline. Other possible contributory causes of subsidence are (1) local or regional tectonic adjustments and graben downfaulting, (2) natural compaction of deep water-bearing deposits below the bottom of well casings, and (3) continuing compaction of surficial deposits due to causes other than artesian-head decline. A careful analysis of 4 yr of correlative records of waterlevel, extensometer, and land-surface changes suggests three types of vertical ground movement occurring at the 4S/1W-21N2 recorder site near the San Jacinto reservoir site. The reservoir was drained in October 1973. Listed in descending order of magnitude these are (1) an elastic undulation of the land surface of about 0.06 ft (0.02 m) per year in close response to the roughly 50 ft (15 m) of seasonal water-level fluctuations, (2) a long-term permanent compaction of the deposits in the 0-1,237-ft (0-377-m) zone of about 0.04 ft (0.01 m) per year, and (3) a deep settlement of deposits below the 1,237-ft (377-m) extensometer anchor of 0.01-0.02 ft (0.003-0.006 m) per year, probably caused by continuing downfaulting in the graben trough. The specific compaction of the aquifer system at this site from 1970 to 1974 was about 1.3x 10 -2 (units of compaction per unit of increase in applied stress). The specific, expansion during this period decreased progressively from 1.29x 10 -3 (units of expansion per unit of stress decrease) in 1970-71 to 0.95x10 -3 in 1973-74, suggesting that excess pore pressures in the slow-draining aquitards were not completely dissipated each year.

California

Land subsidence and tectonism, Raft River Valley, Idaho

A comparison of 1974 leveling data with elevations established 40 years earlier reveals two types of vertical ground movement which have occurred in Raft River Valley, Idaho: (1) regional differential movement of about 0.22 ft (6.4 cm), apparently due to tectonism, and (2) extensive land subsidence of as much as 2.61 ft (0.80 m) caused by withdrawal of ground water. Data are too sparse to calculate the magnitude or areal extent of subsidence; however, tentative lines of equal subsidence suggest that the area affected by subsidence probably exceeds 100 mi 2 (260 km 2 ). In order to estimate historic subsidence or subsidence potential in Raft River Valley serious consideration should be given to a field program of basic-data collection. Leveling along a few carefully selected lines of existing control and the installation and operation of extensometer water-level recorders in areas of continuing water-level decline would provide useful data for evaluating past and estimating future subsidence.

Idaho

Land subsidence due to ground-water withdrawal Arvin-Maricopa area, California

The Arvin-Maricopa area is the southernmost of three principal areas of widespread subsidence in the San Joaquin Valley. As of 1970, 700 square miles of irrigable land, roughly 60 percent of the area, has subsided due to the intensive pumping of ground water. Maximum subsidence exceeds 9 feet, and the total volume of subsidence (1926-70) is about 1 million acre-feet. Subsidence results from the compaction of water-yielding deposits as intergranular stresses are increased by water-level declines. Also, scattered local areas are affected by the hydrocompaction of moisture-deficient surficial deposits and by subsidence due to the extraction of oil-field fluids.

California

Estimated subsidence in the Chino-Riverside and Bunker Hill-Yucaipa areas in Southern California for a postulated water-level lowering, 1965-2015

One of the alternate plans for water utilization being considered by the California Department of Water Resources in the Chino-Riverside and Bunker Hill-Yucaipa areas in southern California involves partial mining of ground water during the period 1965-2015, and consequent substantial lowering of water levels. The Department wants to know whether land subsidence would be a problem as a result of the postulated lowering. To answer this question, to the extent that leveling control permits, the present study has been made at the request of and in cooperation with the State of California. At a few locations in the Chino-Riverside and Bunker Hill-Yucaipa areas, comparable water-level decline and subsidence data are available from which rough estimates can be made of subsidence that would occur as a result of the postulated lowering from 1965 to 2015. Limited leveling control, and apparent discrepancies in the data, preclude accurate determination of amounts of subsidence caused by historic water-level decline. Based on 1965-2015 water-level changes postulated by the California Department of Water Resources and on available subsidence/head decline ratios, as much as 6 feet of subsidence might occur northeast of the San Jacinto fault between Loma Linda and San Bernardino, in an area of more than 350 feet of projected water-level decline. Also, as much as 1.5 feet of subsidence might occur in the vicinity of Ontario.

California

Estimated subsidence in the Raymond Basin, Los Angeles County, California, for a postulated water-level lowering, 1970-2020

One of the alternate plans for water utilization being considered by the California Department of Water Resources in the Raymond Basin in southern California involves partial mining of ground water during the period 1970-2020, and consequent substantial lowering of water levels. The Department wants to know whether land subsidence would be a problem as a result of the postulated lowering. To answer this question, to the extent that existing leveling data permit, the present study has been made at the request of and in cooperation with the Department of Water Resources. Water levels in the Raymond Basin declined to historic low levels in the mid-thirties, then rose and remained above these lows during most of the forties, fifties, and early sixties. Thus, no additional hydraulic stresses were imposed on the water-bearing deposits during this latter period to induce subsidence. Bench-mark control for the 27-year period, 1933-34 to 1961, suggested 0.2 foot of subsidence for most bench marks in and near the basin. This is attributed to network-adjustment problems rather than actual subsidence. At none of the bench marks studied is there a basis for directly relating subsidence to water-level decline. Limited leveling control during the 1961-68 period is also inconclusive. Unfortunately, no leveling control is available for the pre-1933 period of major water-level decline. Based on subsidence/head-decline ratios of nearby areas, it is concluded that subsidence in Raymond Basin would be small if Plan D pumping stresses were effected. Maximum subsidence, occurring where pumping stresses were the greatest and unconsolidated deposits are the thickest, would probably be less than 1 foot. Subsidence would occur so slowly and over such a broad area that no problems should result.

California

Land subsidence due to the application of water

Loose, dry, low-density deposits that compact when they are wetted mantle extensive areas in North America, Europe, and Asia. This process, here referred to as hydrocompaction, has produced widespread subsidence of the land surface. Hydrocompaction may occur under natural overburden load or may occur only with the addition of a surcharge load. Deposits that subside because of hydrocompaction are generally one of two types: (1) loose, moisture-deficient alluvial deposits; and (2) moisture-deficient loess and related eolian deposits. Such deposits occur in regions where seasonal rainfall seldom, if ever, is sufficient to penetrate below the root zone; thus, they have remained moisture deficient throughout their postdepositional history and are readily susceptible to hydrocompaction when they are artificially wetted. Subsidence due to hydrocompaction is of serious concern in the design and maintenance of aqueducts, buildings, pipe lines, highways, and other major engineering structures. Damage usually can be minimized by precompacting the deposits before construction begins.

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