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Central Valley Aquifer, Chapters A and B - MAE Class Websites

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66 Groundwater Availability of the <strong>Central</strong> <strong>Valley</strong> <strong>Aquifer</strong>, California<br />

Table B1. Summary of the simulated l<strong>and</strong>scape budget for average (water years 1962-2003), typical (1975), dry (1990), <strong>and</strong> wet (1998)<br />

years for the <strong>Central</strong> <strong>Valley</strong>, California.<br />

<br />

<br />

Precip-<br />

itation<br />

Input to l<strong>and</strong>scape system Output from l<strong>and</strong>scape system<br />

Surface<br />

surface-water<br />

deliveries<br />

Groundwater<br />

pumpage<br />

Evapotranspiration<br />

from<br />

groundwater<br />

Evapotranspiration<br />

Runoff<br />

Deep percolation<br />

Ground-<br />

water<br />

recharge<br />

15.8 10.2 8.6 3.7 25.6 1.1 11.4 7.7<br />

Typical 14.5 11.3 7.9 3.9 25.5 1 11 7.0<br />

10.1 8.4 11.7 3.3 26 0.5 6.9 3.6<br />

Wet 30.2 8.9 4.5 3.2 25.8 2.1 18.6 15.4<br />

Table B2. Summary of the simulated groundwater budget for average (water years 1962-2003), typical (1975), dry (1990), <strong>and</strong> wet (1998)<br />

years for the <strong>Central</strong> <strong>Valley</strong>, California.<br />

-<br />

]<br />

Storage from<br />

specific yield <strong>and</strong><br />

compressibility of<br />

water<br />

Elastic <strong>and</strong> inelastic<br />

storage<br />

Input to the groundwater system<br />

Stream leakage to<br />

groundwater<br />

Recharge from<br />

l<strong>and</strong>scape process<br />

Intra-borehole<br />

flow<br />

General head<br />

boundaries<br />

8.1 1 2.6 10.7 0.4 0.0<br />

Typical 6.5 1.1 1.9 10.2 0.4 0.0<br />

2.8 0.6 1.1 6.3 0.4 0.1<br />

Wet 20.9 1.5 7.5 18.1 0.3 0.0<br />

Output from the groundwater system<br />

Storage<br />

(specific yield <strong>and</strong><br />

compressibility<br />

of water)<br />

Storage<br />

(elastic <strong>and</strong><br />

inelastic<br />

compaction)<br />

Groundwater<br />

inflow to<br />

streams<br />

Discharge<br />

from l<strong>and</strong>scape<br />

process<br />

Pumpage<br />

General head<br />

boundaries<br />

8.5 2 2.2 3. 9.7 0.1<br />

Typical 7.7 1.7 2.4 3.1 8.7 0.1<br />

8.8 3 1.6 2.6 12.6 0<br />

Wet 18.9 1 4.1 2.6 6.2 0.5<br />

Net in relation to groundwater availability<br />

Storage from<br />

specific yield <strong>and</strong><br />

compressibility of<br />

water<br />

Elastic <strong>and</strong> inelastic<br />

storage<br />

Stream<br />

interaction<br />

Recharge<br />

from l<strong>and</strong>scape<br />

process<br />

Pumpage<br />

General head<br />

boundaries<br />

0.3 7.8 <br />

Typical 7.1 <br />

3.7 0<br />

Wet 12 0.5 3.3 15.5 <br />

Recharge <strong>and</strong> Discharge<br />

<br />

<br />

<br />

-<br />

<br />

times (Williamson <strong>and</strong> others, 1989).<br />

<br />

<br />

<br />

(

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