|
A34 REGIONAL AQUIFER-SYSTEM ANALYSIS-CENTRAL VALLEY, CALIFORNIA
<br />Ground-water pumpage declined sharply when surface
<br />water from the Sacramento Valley became available to
<br />the western San Joaquin Valley via the California Aque-
<br />duct in the late 1960's. Since 1970, there has been very
<br />little subsidence except during the 1976-77 drought,
<br />when pumpage from wells sharply increased and com-
<br />paction briefly resumed (fig. 22). As of 1983, land
<br />subsidence in the San Joaquin Valley had either slowed
<br />considerably or stopped (Ireland, 1986). Locally in
<br />Fresno and Kings Counties, between 1977 and 1982,
<br />rebound of the land surface was significant (about 0.5 ft),
<br />indicating that subsidence during the 1976-77 drought
<br />was elastic. In the future, subsidence will resume only if
<br />renewed pumpage is sufficiently heavy to cause ground-
<br />water levels to drop below their previous lows.
<br />In the Sacramento Valley, subsidence of more than 1 ft
<br />is limited to the Davis-Zamora area in the southern part
<br />of the valley northwest of Sacramento (fig. 19), where
<br />land subsidence of about 2 ft was reported by Lofgren
<br />and Ireland (1973). However, some additional leveling
<br />suggests that subsidence increased between 1973 and
<br />1979 (Williamson and others, 1989).
<br />Subsidence in the Central Valley has created engineer-
<br />ing and economic problems, although many are not
<br />noticeable by casual observation because land subsided
<br />over such large areas at the same time. Subsidence of
<br />canals and irrigation and drainage systems has resulted
<br />in cracking and the loss of carrying capacity. In areas
<br />susceptible to hydrocompaction, it has been necessary to
<br />precompact sediments by prolonged wetting before con-
<br />struction of canals a costly procedure. Failure of well
<br />casings due to compressional stress resulted in the loss of
<br />thousands of irrigation wells during the 1950's and 1960's.
<br />Frequent surveying to determine elevations of bench
<br />marks has been required for construction purposes and
<br />revision of topographic maps.
<br />QUALITY OF GROUND WATER
<br />Historically, ground-water quality of the Central Val-
<br />ley has been studied as three units: the Sacramento
<br />Valley, the San Joaquin Valley, and the Delta area (fig.
<br />1). Olmsted and Davis (1961) described ground-water
<br />quality of the Sacramento Valley, Hull (1984) described
<br />ground-water quality of the Sacramento Valley exclusive
<br />of the southern part near the Delta, and Davis and others
<br />(1959) described ground-water quality of the San Joaquin
<br />Valley south of the Delta. Numerous authors of the U.S.
<br />Geological Survey described ground-water quality con-
<br />ditions in smaller parts of the valley, as indicated in the
<br />references.
<br />Central Valley ground-water chemistry is influenced
<br />by water from streams that enter the valley from the
<br />surrounding mountains and provide most of the natural
<br />recharge (Davis and others, 1959; Hull, 1984). The
<br />quality of water in streams that enter the valley from the
<br />east is influenced by the granitic Sierra Nevada and is
<br />notably different from the quality of water in streams
<br />from the west, which is influenced by the marine sedi-
<br />ments of the Coast Ranges. In general, the east side, the
<br />axial part, and the west side of the Central Valley are
<br />characterized by distinctive ground-water chemistry.
<br />The water chemistry is further influenced by an increase
<br />in reducing conditions and cation exchange processes as
<br />the water moves through the sediments.
<br />Davis and others (1959) divided the San Joaquin Valley
<br />into three areas of ground-water-quality characteristics:
<br />the east side, the axial part, and the west side. In
<br />general, ground water on the east side is bicarbonate
<br />type and has low to moderate dissolved-solids concentra-
<br />tions, ground water of the axial part differs greatly in
<br />chemical types and generally contains higher concentra-
<br />tions of dissolved solids than does water on the east side,
<br />and ground water on the west side is typically a sulfate or
<br />bicarbonate type and contains higher concentrations of
<br />dissolved solids than does water on the east side (Davis
<br />and others, 1959).
<br />Davis and others (1959) further divided ground water
<br />in the San Joaquin Valley into three vertical zones:
<br />unconfined, semiconfined, and confined. Confined waters
<br />generally have lower concentrations of dissolved solids
<br />and higher percent sodium. The confined waters also
<br />differ in chemical types from the unconfined waters
<br />owing to cation-exchange reactions, which occur on the
<br />clay particles (Davis and others, 1959).
<br />Hull (1984), in a detailed study of the Sacramento
<br />Valley, delineated six hydrochemical facies: two on the
<br />east side, two in the center of the valley, and two on the
<br />west side. In general, ground water on the east side is
<br />low in dissolved solids and high in silica, reflecting the
<br />quality of recharge water from the granitic rock of the
<br />Sierra Nevada. Reducing conditions produce high con-
<br />centrations of dissolved iron, manganese, and arsenic in
<br />the central part of the valley. Ground water on the west
<br />side is lower in silica and higher in dissolved-solids
<br />concentrations than ground water on the east side. Also,
<br />dissolved-solids concentrations tend to increase from
<br />north to south along the axis of the Sacramento Valley
<br />(fig. 24).
<br />BASE OF FRESHWATER
<br />The base of freshwater less than 2,000 mg/L (milli-
<br />grams per liter) of dissolved solids in the Sacramento
|