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WRIR 01-4195:
Ground-Water Discharge Determined from Estimates of Evapotranspiration, Death Valley Regional Flow System, Nevada and California

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Table 11. Values of coefficient of variability (CV) used in Monte Carlo analysis to simulate ground-water discharge: (A) evapotranspiration (ET) rate; and (B) precipitation rate

A.

ET Unit

Evapotranspiration rate (feet per year)

Minimum

Maximum

Range width

Standard deviation1

Mean2

Coefficient of variability

1

8.4 8.8 0.4 0.1 8.6 0.01

2

8.1 8.5 .4 .1 8.3 .01

3

3.7 4.3 .6 .15 4.0 .04

4

3.0 4.0 1.0 .25 3.5 .07

5

2.5 3.7 1.2 .3 3.1 .10

6

.6 2.3 1.7 .425 1.45 .29

7

2.2 3.0 .8 .2 2.6 .08

8

.7 2.5 1.8 .45 1.6 .28

9

.7 1.8 1.1 .275 1.25 .22

10

.1 .7 .6 .15 .4 .38

 

B.

Discharge area

Precipitation rate (feet per year)

Mean

Minimum

Maximum

Range width

Standard deviation1

Coefficient of variability

Ash Meadows

0.35 0.29 0.41 0.12 0.03 0.09

Chicago Valley

.35 .27 .43 .16 .04 .11

Franklin Wells area

.35 .29 .41 .12 .03 .09

Franklin Lake

.33 .26 .41 .16 .04 .11

Oasis Valley

.5 .42 .58 .16 .04 .08

Sarcobatus Flat

.5 .33 .67 .34 .085 .17

Shoshone area

.29 .21 .37 .16 .04 .14

Stewart Valley

.35 .27 .43 .16 .04 .11

Tecopa/California Valley area

.29 .21 .37 .16 .04 .14

1 Standard deviation assumes that the range represents 95 percent of the sample population.
2 Mean used in analysis is the value given for input parameter in tables 5 and 7.