Skill Analysis for Runoff Forecasts on the

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Skill Analysis for Runoff Forecasts on the Western Slope of the Sierra Nevada
B. D. Harrison; R. C. Bales
Sierra Nevada Research Institute
University of California, Merced
H21C-1189
(Email: bharrison3@ucmerced.edu)
Introduction
The purpose of the research project was to investigate the skill level of
April to July runoff forecasts for the thirteen major river basins on the west
slope of California’s Sierra Nevada. April to July runoff is considered the
runoff from snowpack in the Sierra Nevada. Bulletin 120, Water
Conditions in California, is published in February, March, April and May of
each year and contains the snow survey data and runoff forecasts
analyzed in this work. The Bulletin 120 forecasts are prepared by the
Cooperative Snow Survey Program at the California Department of Water
Resource (DWR) and are organized by hydrologic region within California.
For this study we found that forecasts for the Sacramento River, San
Joaquin River, and Tulare Lake hydrologic regions represent the west
slope of the Sierra Nevada. Within those hydrologic regions there are
thirteen major watersheds ranging from the Feather River in the north to
the Kern River in the south as shown in the figure and listed in the table.
Accordingly, for those watersheds, we obtained from DWR tabulations of
Bulletin 120 runoff forecasts for the April-July runoff period as available for
the years 1930 to 2010, the period of record. We then obtained the Full
Natural Flow (FNF) tabulation for each watershed from the DWR for those
watersheds for the years 1930 to 2010, the same period of record of
Bulletin 120 water supply forecasts.
Basin
No
River
Forecast Location
1
Feather
Feather River at Oroville
2
Yuba
Yuba River near Smartsville plus Deer Creek
3
American
American River inflow to Folsom Lake
4
Cosumnes
Cosumnes River at Michigan Bar
5
Mokelumne
Mokelumne River at Mokelumne Hill (Pardee)
6
Stanislaus
Stanislaus River at Goodwin Dam
7
Tuolumne
Tuolumne River at La Grange Dam
8
Merced
Merced River at Merced Falls
9
San Joaquin
San Joaquin River at Friant Dam
10
Kings
Kings River at Pine Flat Dam
11
Kaweah
Kaweah River below Terminus Reservoir
12
Tule
Tule River below Lake Success
13
Kern
Kern River inflow to Lake Isabella
Summary and Correlation
Measures of Forecast Skill
Following data collection and digitization, the analysis of skill level
commenced with summary and correlation measures of forecast skill.
The measures calculated and studied were:
•Mean absolute error, the difference between the forecast and
observed
•Mean square of error (sensitive to outliers), the square of the mean
absolute error
•Percent bias (error normalized by observation), the mean absolute
error normalized by the observation
•Nash-Sutcliffe score – accounts for variation as one minus the ratio of
the variance of the forecast divided by the variance of the
observations.
Categorical Measures
Following the analysis of summary and correlation measures of forecast
skill, we analyzed whether the skill level varied depending on the magnitude
of runoff observed. We calculated and compared categorical measures for
the lowest 30% of runoff, the mid 40% of runoff and the highest 30% of
runoff. The categorical measures were as follows:
•Hit Rate (HR) is the proportion correct with a range of 0 to 1 with 1
better
•Threat Score (TS), otherwise known as the critical success index,
measures the correct forecasts against the sum of forecasts and
observations
•Probability of Detection (POD) is the fraction of correct forecasts
relative to occurrences
•False Alarm Rate (FAR) is the fraction of incorrect forecasts relative to
all forecasts
•BIAS is the ratio of forecasts to the occurrences
Results of Analysis
The figure showing the summary measures of MAE and MSE over the forecast
season indicates a decrease in error as the forecast season progressed from
February to May. Percent bias calculations showed over-prediction of runoff in the
Tuolumne River in February (4.4) and March (2.9) with the April (-0.82) and May
(-2.3) percent bias values showing under prediction for the same river. No trends
over the 80 years of forecasts were evident in these calculated values. Direct
measures of forecast skill such as the Nash-Sutcliffe (NS) score again showed
strong improvement over the forecast season as exemplified by the February NS
score for the American River of 0.36 with the corresponding May score of 0.92. The
calculated hit rate (proportion correct) showed improvement during the forecast
season in all runoff years with particular improvement in near normal and wet years.
The threat score showed improvement during the forecast season (from around 0.5
to 0.7) in all runoff years. The remaining categorical measures POD , FAR and
BIAS show similar improvement over the forecast season. The False Alarm Rate
and BIAS ratio appeared elevated in early forecasts for years with near normal
runoff.
Conclusions
Scope
Rivers.
Development and Evaluation of Improvements to Water Supply Forecasts
Recently developed remote sensing techniques for quantifying snow coverage or
water content may prove to be useful in improving water supply forecasts. A
method to develop an estimate of runoff utilizing remote sensing SCA data to
estimate SWE in the central Sierra Nevada has been reported. They utilized daily
remotely sensed fractional snow-covered area (SCA) at 500-m resolution to
estimate snow water equivalent (SWE) on the Upper Merced and Tuolumne River
basins of the Sierra Nevada of California for 2004 and 2005. They compared two
methods of estimating SWE from SCA: blending fractional SCA with SWE
interpolated from snow pillow measurements, and estimating SWE from degree-day
calculations. They found that the interpolation approach (from snow pillows)
estimates a lower snowmelt volume above 3000 m and a higher snowmelt
contribution at elevations between 1500- 2100 m. Additionally they found that
snowmelt timing from the depletion approach using degree-day information
matches observed streamflow timing much better than snowmelt estimated by the
interpolation method. The authors point out that variability in lower-elevation snow
shows its sensitivity to climate variability and change.
Increased forecast skill earlier in the water year may provide significant economic
benefits to water users. Agricultural water users will know earlier and with more
confidence the amount of water available and improved and earlier cropping
decisions can be made. Municipal or industrial water users will know the availability
of surface water supplies at an earlier date and can make improved and more
timely decisions on utilization of surface or conjunctive water supplies. Power
generation utilities will know with increased confidence the amount of water
available for diversion and for hydroelectric generation. The public will receive
benefits if additional water such as increased in-stream flows can be made
available for environmental and recreation purposes.
Acknowledgements
Map showing locations of runoff forecast and flow measurement
The authors thank the California State Department of Water Resources for
providing the raw data utilized in this study.
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