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web[http://snow.water.ca.gov/]. Thefirst coursesweremeas-

ured in 1910, and most contain 50 years of monthly SWE
andsnowdensitymeasurements,whichwerecollectedfrom
one to six times per season. Many of these courses were
createdandheavilysampled in the1930's, thoughmeasure-
ments in the 1940's are sparse, sampling density increases
againin the1950's. Most stations weresampledat leastfour
times per year from the 1960's until the present.

METHODOLOGY

These data present several challenges for climate analy-
ses because they were collected with the intended use for
water resources management. Ideally, stations would be
measured daily throughout the season and continuously
over many decades, or even millennia. However, about
20% of the 44,000 SWE measurementswere unusable for
time series analysis due to infrequent sampling, having
less than three measurements per station-year.
Sampling was conducted on a monthly basis, usually
clustered within a few days of the first day of the month.
Therefore, maximum monthly SWE values were interpo-
lated to the first of the month. Furthermore, missing data
points were calculatedwith linear regressions. Additional
problems include that themaximum SWEday is estimated
and hence possibly an artifact if the actual maximum day
is after the last sample, and finally, stations were added
and removed throughout the years.
Newer stations were not evenly distributed by eleva-
tion, which accounts for about 6% of the SWE variability
[Aguado, 1990], so regressions were grouped by elevation
zones to minimize error stemming from station fluctua-
tions. Also, individual station SWE values and snowmelt
timing was standardized by converting estimates into
monthly fractions of the station's season maximum and
differences from this station's average snowmelt month.
The three samples per year screen leaves 281 qualify-
ing stations (figure 12) ranging between 1500 and 3500
meters in elevation, constituting 34,500 station-years of
data. These data also meet the following quality assur-
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ance: The day of maximum SWE is not simply the last
day measured unless that month is the average month of
melt and it is an average-to-wet year. This discourages
false snowmelt timing calculations due to sampling bias,
yet accounts for precipitation variability and associated
snowmelt fluctuations.
The yearly data points and snow course information
was imported into the statistics software package SAS for
analysis and data screening. Measurements were inter-
polated to the first of the month by adding a station's SWE
to the product of the slope to the adjacent month's value
and the number of days from the first for that station-year.

(1) SWE
inte r po lated = SWE
x + daysx (SWE +1 -SWE
x )/(DOYx +1 -
DOYx ) x

Equation (1) applies if the sample day is after the first of
the month. Whenthe sample day is before the first, then
a similar equation applies to the previous month to mini-
mize the interpolation error. Equation (1) requires fre-
quent sampling which does not exist for many station-
years. Therefore, station-decade averages and overall sta-
tion averages were used as the slope when required. In
some cases, especially January or June adjustments, a sta-
tion average did not exist, so an average accumulation
slope from that elevation zone was substituted. Meas-
urements taken before January 1 used a January-February
slope. Likewise, samples taken after June 1 used a May-
June slope since only seven measurements were carried
out in December and none in July.
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