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Global characterization of the hydrologic cycle from a quasi-isentropic back-trajectory analysis
of atmospheric water vapor
Paul A. Dirmeyer
Kaye L. Brubaker*
COLA Technical Report 196
* Dept. Civil and Environmental Engineering, University of Maryland, College Park.
Abstract:
Regional precipitation recycling may constitute a feedback mechanism affecting soil moisture memory and the persistence of anomalously dry or wet states. Bulk methods, which estimate recycling based on time-averaged variables, have been applied on a global basis, but these methods may underestimate recycling by neglecting the effects of correlated transients. A back-trajectory method identifies the evaporative sources of vapor contributing to precipitation events by tracing air motion backward in time through the analysis grid of a data-assimilating numerical model. The back-trajectory method has been applied to several large regions; in this paper it is extended to all global land areas for 1979-2003. Meteorological information (wind vectors, humidity, surface pressure and evaporation) are taken from the NCEP/DOE reanalysis And a hybrid 3-hourly precipitation data set is produced to establish the termini of the trajectories. The effect of grid size on the recycling fraction is removed using an empirical power-law relationship; this allows comparison among any land areas on a latitude/longitude grid. Recycling ratios are computed on a monthly basis for a 25 year period. The annual and seasonal averages are consistent with previous estimates in terms of spatial patterns, but the trajectory method generally gives higher estimates of recycling than a bulk method, using compatible spatial scales. High northern latitude regions show the largest amplitude in the annual cycle of recycling, with maxima in late spring/early summer. Amplitudes in arid regions are small in absolute terms, but large relative to their mean values. Regions with strong interannual variability in recycling do not correspond directly to regions with strong intra-annual variability. The average recycling ratio at a spatial scale of 105 km2 for all land areas of the globe is 4.5%; on a global basis, recycling shows a weak positive trend over the 25 years, driven largely by increases at high northern latitudes.
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1. Introduction
Understanding of the global hydrologic cycle is critical because all terrestrial life depends on
local water resources, and the supply of these resources are shifting as a result of human-induced
land use and water use changes, and climate variations. In order to maintain hydrologic balance,
the water that flows into the oceans by the discharge of rivers must be matched by the advection
and convergence over land of water in the atmosphere. All fresh water on or beneath the land
surface arrived as precipitation, and ultimately all of that water was evaporated from the oceans.
However, it may have taken multiple “cycles” of precipitation and evaporation for any single
water molecule to work its way from the ocean to a given terrestrial location, with evaporation
from the land surface or transpiration through the terrestrial biosphere occurring in the
intermediate cycles. Unlike over the oceans, evapotranspiration over land is usually limited to a
rate less than the maximum potential rate due to stresses such as those caused by low soil
moisture or sub-optimal conditions for photosynthesis in plants. Therefore, changing land
surface conditions, whether caused directly by land use polices or as a response to fluctuations or
trends in climate, can impact the hydrologic circuit between land and atmosphere by changing
evapotranspiration rates. This is an important topic of research with applications for improving
prediction (Trenberth et al. 2003).
One of the principal yardsticks for quantifying the strength of the hydrologic cycle over specific
terrestrial regions is the recycling ratio. Definitions can vary slightly, but commonly it is taken
to be the fraction of precipitation over a defined area that originated as evapotranspiration from
that same area, with no intervening cycles of precipitation or surface evapotranspiration.
Conceptually the recycling ratio has been appealing. In the simplest sense one imagines that a
change to evaporation over the area of concern has a direct and predictable impact on local
precipitation. Of course, there are other feedbacks in the system, and in many parts of the world
they may dominate. A change in regional evapotranspiration affects not only the supply of water
3
carried by the circulation of the atmosphere, but can thermodynamically alter the atmosphere
itself by changing the partitioning of surface heat fluxes, triggering changes to the circulation
patterns as well. Nevertheless, the basic linear model behind many people’s conception of
recycling has been hard to shake. It is the basis of legends such as the belief that “rain follows
the plow”1.
The first quantifications of recycling were made using bulk estimates. The first formulations
were one-dimensional (Budyko 1974, Lettau et al;. 1979) and later generalized to two-
dimensional areas suitable to true budget studies (e.g., Brubaker et al. 1993, Eltahir and Bras
1994, Burde et al. 1996). Burde and Zangvil (2001) present a thorough overview of the various
methods that have been used. The bulk approach makes several assumptions, such as that locally
evaporated and externally advected moisture are well mixed in the air over the region of interest.
One major drawback of bulk formulations is that they contain an atmospheric moisture flux term
at the lateral boundaries defined as the product of two time-mean quantities – wind and
humidity:
qVF ≡ (1)
Where the flux of moisture F is normal to a lateral boundary of the area, V is the component of
the wind normal to that boundary, and q is the humidity. Typically these terms are vertically
integrated to compute the total moisture flux across a boundary, but use monthly-mean data. In
many regions such fluxes occur when there are either strong moisture gradients or large temporal
variability in humidity, so that changes in wind direction and speed are accompanied by very
different values of humidity. In actuality, perturbational expansion yields:
VqVqF
VqVqVqVqF′′+=
′′+′+′+= (2)
1 Schultz and Tishler (2004) attribute the spread of this idea partly to the amateur scientist C.D. Wilber’s 1881 book, The Great Valleys and Prairies of Nebraska and the Northwest.
4
The nonlinear term can be quite significant and has much of its signal on the time scale of
synoptic waves.
Another drawback of the bulk approach is that it must be calculated over pre-defined volumes
using the wind and humidity information along the boundaries. That is fine for calculating a
single value for recycling ratio over a large area (large relative to the number of observations
along the boundary or more typically, the number of grid boxes from a gridded data set) but
makes it difficult to produce a continuous map of recycling over a continent or the entire globe.
By assuming a length scale and calculating the mean moisture flux across that scale, Trenberth
(1999) was able to use the bulk approach to formulate the recycling ratio based on local
variables. His approach still suffered from the other drawbacks of the bulk formulations.
However, the approach was able to produce global maps of estimates of the recycling ratio,
including a characterization of the annual cycle of recycling.
The most direct way of estimating recycling would be to track the water vapor in the air from
source (evapotranspiration) to sink (precipitation). Isotopic analysis of precipitation can
differentiate between moisture that has evaporated from open water from that which has passed
through the vascular systems of plants. For example, Henderson-Sellers et al. (2002) showed
how the isotopic ratios change as one moves upstream along the Amazon (showing the
increasing contribution due to transpiration) and the trends in isotopic ratios during the latter part
of the twentieth century (suggesting changes in land use practices). However, isotopic analysis
cannot pinpoint the location of the evaporation that contributed the moisture. It can only provide
the proportions of likely sources differentiated into broad categories.
Tracer modeling provides a means to follow exactly the path of water within an atmospheric
model. Druyan and Koster (1989) were among the first to apply this Lagrangian approach to
water vapor for the Sahel. This method has been applied over the central United States in
regional (Giorgi et al. 1996) and global models (Bosilovich and Schubert 2001), and over
5
Eurasia (Numaguti 1999). Although more spatially precise than isotopic tracers, tracer modeling
has its drawbacks as well. Tracking tracers in a three-dimensional model of the atmosphere adds
to the computational cost, especially in terms of storage, and requires choosing the source
regions a priori. Any changes require a complete reintegration of the general circulation model.
Also, errors in the model climate contribute errors in the estimates of the hydrologic cycle.
An ideal approach would be to incorporate tracers in an analysis model with data assimilation,
which would constrain the model behavior with available observations. That approach still has
problems to be solved, such as reconciling the lack of conservation within a system where state
variables are assimilated (as is the case with all of today’s operational analysis and reanalysis
efforts) with the need for a completely closed water budget within an analysis of the hydrologic
cycle.
Until such a conserving data assimilation system becomes feasible, the best alternative might be
to apply a back-trajectory analysis a posteriori to existing reanalysis fields. Brubaker et al.
(2001) used such an approach to produce a climatology of the hydrologic cycle over the sub-
basins of the Mississippi River basin, Sudradjat et al. (2003) extended the study to interannual
variations, and Sudradjat (2002) applied the approach to the Amazon Basin. The method has
also been applied to examine moisture sources for specific extreme precipitation events over the
Mediterranean basin (Reale et al. 2001, Turato et al. 2004), and to validate isotopic analyses over
Russia (Kurita et al. 2004). Here we extend the analysis of Brubaker et al. (2001) to all land
areas of the globe. The data sets used in the analysis are described in Section 2. Section 3
explains the methodology, with an emphasis on changes to the original approach described in
Dirmeyer and Brubaker (1999) and the universality of scaling that allows us to compare
recycling over regions of differing areas. The global climatology of recycling, including
analyses of variability and trends, is given in Section 4. In Section 5 we compare this calculation
to bulk estimates using the method of Trenberth (1999). Conclusions are presented in Section 6.
6
2. Data Sets
All meteorological data except for observed precipitation come directly from the National
Centers for Environmental Prediction (NCEP) / Department of Energy (DOE) reanalysis
(Kanamitsu et al. 2002). The data are on a 192x94 grid (1.875° longitude by approximately 1.9°
latitude) and span the period from 1979 to present (2004). We make use of the sigma-level
diagnostics and surface flux fields at 6-hour intervals. Specifically, the fields used are humidity,
temperature, and wind (u and v components) all on the 16 lowest model sigma levels; as well as
surface pressure, precipitation and total evaporation. These data are used to calculate
precipitable water, potential temperature, and the advection of water vapor. In order to avoid
spurious excess convergence toward the poles, the meridional wind is scaled by the cosine of
latitude. The land-sea mask from the reanalysis is also used to differentiate land grid boxes for
the calculation.
Several precipitation data sets are combined to produce a best estimate of precipitation sinks for
the back-trajectory calculation. A hybrid 3-hourly precipitation data set is produced in the
following way.
First, the reanalysis precipitation (6-hour forecast) is interpolated to a 3-houly amount. Large
errors are known to exist in the reanalysis estimates of precipitation – we use it primarily to
establish the position and movement of large-scale rainfall events, such as those associated with
extratropical baroclinic systems.
We then use the satellite-based CMORPH precipitation estimates (Joyce et al. 2004) to correct
the diurnal cycle of reanalysis precipitation at low latitudes. This is accomplished as follows.
The 3-hourly CMORPH data are scaled from their original 0.25° resolution onto the reanalysis
grid using simple bilinear interpolation. A centered 31-day running mean is then calculated for
each 3-hour interval of the CMORPH data to establish the mean diurnal cycle of precipitation
7
and its variation throughout the year. At the time these analyses were performed, less than two
years of CMORPH data were available. Only data from March 2003 through April 2004 have
been used. For each day (delineated by 0000UTC) at low latitudes, the reanalysis precipitation is
replaced by the CMORPH mean diurnal cycle for that day, scaled to retain the total daily rainfall
from the reanalysis. The definition of “low latitude” for precipitation also varies with time. The
CMORPH correction to the diurnal cycle is only applied to a zonal band 60° wide, spanning 30°
north and south of the latitude of solar declination. This limitation is meant to focus the
correction on regions where precipitation is most strongly diurnally forced (e.g., convection
driven by solar heating) and not to alter the precipitation where synoptic variations are
predominant.
At this point in the process, each grid box of the globe contains what we deem to be the best
estimate of the local temporal distribution of precipitation within weather time scales. The final
step is to scale the precipitation fields one more time, using the observationally-based pentad
estimates of Xie and Arkin (1997). The final scaling results in a hybrid model-observational
precipitation product that retains the pentad mean values from Xie and Arkin (1997), but the sub-
pentad variability from CMORPH and the reanalysis. We use the hybrid precipitation estimates
as the starting point for the quasi-isentropic back-trajectory analysis. The final surface and
atmospheric data sets are all on the reanalysis grid and span the period from January 1979
through August 2004.
3. Methodology
Our approach uses a quasi-isentropic back-trajectory (QIBT) calculation of water vapor
backward in time from observed precipitation events, using atmospheric reanalyses to provide
meteorological data for estimating the altitude, advection, and incremental contribution of
evaporation to the water participating in each precipitation event. Dirmeyer and Brubaker (1999)
8
provide the complete mathematical formalism of the method, and Brubaker et al. (2001) describe
how the climatologies are calculated. Here we give a qualitative description of the method, and
refer the reader to those previous papers for details.
The method relies on the use of high time resolution (daily or shorter) precipitation and
meteorological data to include the effects of transients on the transport of water vapor.
Calculations are performed on the reanalysis grid, working backwards in time, starting with
observed precipitation at each grid box grouped into pentads (five-day intervals). This gives 73
pentads per year. During leap years a 6-day interval is used for the twelfth pentad, to include the
29th of February. The method can run on a range of time steps – we chose an interval of 45
minutes. The precipitation data are at a time resolution of three hours, so there are typically 40
precipitation intervals in each pentad across 120 time steps. If there is no precipitation over the
grid box during the pentad, no calculations are made. Otherwise, the five-day precipitation is
divided into 100 equal parcels, and for each percent of precipitation that occurs counting back
through the 3-hour total, a back trajectory is begun. So for instance, if all of the precipitation
occurs in the last 3-hour precipitation interval, then 25 parcels are launched in each of the first
four time steps. Fig 1a illustrates how a time series of precipitation is broken into a number of
parcels of equal water mass.
An element of randomization is used to begin each parcel trajectory, as illustrated conceptually
in Fig 1b. First, the exact horizontal location is chosen randomly in latitude and longitude within
the grid box. The altitude of the parcel is chosen randomly using the partial pressure of water
vapor as a vertical coordinate, counting only the lowest 16 sigma layers. This ensures that most
parcels are launched from relatively low altitudes, within the boundary layer. This carries with it
the assumption that every molecule of water vapor within the tropospheric column is equally
likely to precipitate. Since specific humidity drops rapidly with height, rarely are parcels
launched above 600hPa.
9
Trajectories are calculated going back no more than 15 days prior to the start of each pentad (i.e.,
at most 20 days of meteorological data are applied to each 5-day interval or rainfall. The parcels
are advected on isentropic surfaces following the numerics of Merrill et al. (1986) with the
exception that when a parcel is tracked back into the ground, its potential temperature is adjusted
to the mean value of the boundary layer, to simulate the effect of surface sensible heat flux on
the parcel.
At each time step, a fraction of the parcel is attributed to local evapotranspiration from the grid
box over which the parcel lies (see Fig 1c). The fraction of the parcel is set equal to the grid box
evapotranspiration (rate integrated over the time step) divided by the column precipitable water.
This mass is removed from the parcel before calculating the next advection interval, and added to
the evaporative source from that grid box. This approach invokes another assumption (probably
the weakest in the method) that the water evaporated from the surface mixes uniformly through
the atmospheric column within the period of the time step. This is not an entirely bad
assumption. Vertical mixing is proportional to the evaporation rate, as both are mainly driven by
the rate of surface radiative heating. Thus the stronger the evaporation, the better the
assumption. The parcel is traced back until at least 90% of its original mass is attributed to
evapotranspiration, or the 15-day period has been exceeded. The evaporative source masses
along the parcel’s path are then adjusted to account for the residual water, so that the total
precipitation mass is accounted for in the integral of all evaporative sources.
This process is repeated for all parcels in the pentad to create a two-dimensional distribution of
evaporative sources for the precipitation sink over the grid box during that pentad. We aggregate
up to monthly time intervals to further stabilize the statistics and reduce the size of the final data
set. The result is a global two-dimensional distribution for each individual land surface grid box
(excluding Antarctica) – a total of 4257 based on the reanalysis grid. The evaporative source
distributions may be added to provide the source for larger sink areas, such as major river basins.
10
The fraction of the source that contributes to recycling is simply that portion that lies within the
bounds of the sink region.
Because of its definition, the recycling ratio ρ is a function of the area A under consideration. A
thought experiment illustrates this point. Consider the limit cases: as the sink area A is decreased
to zero, the fraction of precipitation that originates as evaporation from that area necessarily
reduces to zero as well, because the fetch remains largely unchanged while the target shrinks to
nothing. At the other extreme, as A is increased to encompass the entire world, ρ goes to one
(assuming an insignificant net gain or loss of water to space compared to the total precipitation
flux).
This discrepancy would make it difficult to compare the recycling between two regions that
enclose different total areas. Sudradjat (2002) showed a strong log-log relationship between
recycling ratio and area for the Mississippi Basin. We have tested the scalability of recycling
over many regions of the globe. Table 1 lists 14 areas spanning all climate regimes from humid
to dry and tropical to high-latitude. The names of the areas indicate their approximate locations,
and not the precise boundaries of river basins or continents. Over each region, an 8x8 grid box
area is selected containing only land points. The recycling ratio for a 25-year period is
calculated. The region is then divided into two 4x8 sub-regions and the calculation is repeated
for each sub-region. This process is continued for four 4x4 sub-regions, and so on, down to 64
individual grid boxes. A scatter plot of recycling ratio as a function of area is produced for each
region. Figure 2 shows examples for three of the regions. For every region there is an excellent
power-law fit based on the average values of ρ and A for each set of subregions:
bAa=ρ (3)
Values of the best fit for coefficients a and b in each region are given in Table 1. The table also
shows the values of the recycling ratio calculated based on this regression for areas of 104, 105
and 106 km2, which are plotted in Fig 3. At the bottom of Table 1, the mean, standard deviation,
11
and coefficient of variation (COV) for a and b are given as calculated among the 14 regions.
The COV of b is 0.072, indicating that the standard deviation is about 1/14 the magnitude of the
mean; the COV for b is an order of magnitude smaller than for a. Thus, we can posit a universal
slope factor b to compare different regions. Then, the value of the intercept a can be estimated
from the regression relationship for any location. The last line shows the values of a and b
calculated as a best fit to the mean of the recycling ratios among the regions for the three areas
given, as well as the values of recycling ratio that result from a regression based on the best fit to
compare to the actual mean of the recycling ratios given just above. The values of coefficients a
and b calculated this way gives a slightly lower curve (bold line in Fig 3) than the mean of the
coefficients (bold black line), but the slope is similar – different by about 0.15 standard
deviations. In this paper, we choose a global value of 0.457 for b in order to scale the recycling
ratios to a common area for plotting and comparison.
4. Climatology of Recycling
With recycling scaled to a common area, we can produce a meaningful global gridded analysis of
the recycling ratio. All figures in this section have been calculated for a reference area of 105
km2. Figure 4 shows the 25-year mean value of recycling ratio, expressed as a percentage.
Several features stand out. Areas of high terrain tend to stand out as having high recycling
ratios. This may be an artifact of the combination of low precipitable water and high warm-
season reanalysis evaporation rates over these regions, and may be spurious. The other features
are likely genuine, such as the relative minima in regions with strong advection from adjacent
waters (e.g., the northern Amazon Basin, Mississippi basin, and coastal monsoon regions in
South Asia and northwestern Mexico). Recycling appears to be relatively high over much of
South America south of the Amazon River all the way through the La Plata Basin, much of
subtropical southern Africa, interior China, southern Europe including the regions surrounding
12
the Black Sea, western North America, and a broad swath of the high latitudes of the Northern
Hemisphere, especially over eastern Siberia.
Figure 5 separates the 25-year climatology by season. We see that the robust recycling ratios at
high northern latitudes are a spring and summer phenomenon. In general recycling ratios are
higher during the local warm or wet season, and lower in winter or the dry season. Not all
monsoon regions show a strong primary annual cycle of recycling. For instance, there are peaks
during MAM and SON over India, and minima during the cores of the wet and dry seasons.
Figure 6 shows the degree of seasonality in recycling ratio over the globe using several different
metrics. The magnitude of the climatological annual cycle of monthly recycling ratios,
expressed as percentages, is shown in the top panel (maximum minus minimum). The high-
latitude regions of the Northern Hemisphere, especially in the Pacific region, show a very strong
annual cycle. Areas of elevated terrain also show large magnitudes of the annual cycle. There
are also isolated extrema in the arid regions of northern Africa and southwestern Asia, which
may be an artifact of the sporadic rain events in the region leading to statistically unstable
estimates. More revealing are the regions with very low seasonal variations in recycling. This
includes much of the Amazon basin and adjacent Atlantic coastal regions of equatorial South
America, the southern coast of Australia along the Great Australian Bight, areas to the west and
northwest of the Persian Gulf, and two regions of the Nile Basin including the delta and parts of
Ethiopia. A plot of the standard deviation of the 12 monthly mean values of climatological
recycling ratio (center panel) portrays a similar picture.
The coefficient of variation (COV; bottom panel) reveals the size of the seasonal cycle compared
to the magnitude of the annual mean recycling ratio. Now the arid regions stand out as having a
high degree of seasonal variation, compared to their low mean values (see Fig 4). In addition to
parts of northwestern North America and northeastern Asia, there are also regions of the
Southern Hemisphere with relatively high COV, including northwestern Australia, South Africa
13
and South America south of 20°S. The tropics as a whole are prominent as a region of low
COV, with the lowest values over the southern Amazon basin and Matto Grosso, well south of
the region of smallest absolute range. There are also many interesting regional features, like the
chain of relative minimum COV that trails across the Amur, Yenisey and Ob river basins,
between Lake Balkhash and Kashmir, and over the Ustyurt plateau, as well as the relative
maximum in the North American monsoon region.
The pattern of interannual variability, expressed as the COV of seasonal recycling ratios as
normalized by the 25-year seasonal means, is shown season by season in Fig 7. At lower
latitudes the maps share some characteristics with those for seasonal COV, with high values in
arid regions and low in the deep tropics. However, the large mean and seasonal variability
signals at high northern latitudes are not evident at interannual timescales. Instead we see strong
signals mainly in the dry regions in the subtropics and mid-latitudes that lie outside the rainbelts
for a given season. For example, during JJA the highest values of interannual COV lie over the
dry-season monsoon regions of South America, southern Africa and northern Australia, as well
as to the north of the Asian and Sahel monsoon regions and the southern Rockies. Excluding the
very high values over the Sahara, Arabia and Gobi deserts, the COV seems to be largest during
the dry season in regimes of strong seasonal precipitation, consistent with an erratic evaporation
response dependent on the availability of moisture from the previous season’s rainfall.
Trends in recycling ratio, expressed as percent per year over the 25-year span, are shown in
Fig 8. The trend is computed from the slope of the linear regression on the mean values from
each season. Significance of trends is calculated using the Cox-Stuart test with a confidence
level of 95%. There is a patchy distribution of weak but significant positive trends during boreal
winter over Canada and the northern United States, but in boreal spring there is a broad region of
strong increases in recycling over Canada, Alaska, Fennoscandia and the Arctic coast of eastern
Siberia, with sporadic small regions of positive and negative trends elsewhere. The high-latitude
positive trends are consistent with the warming and extended growing season trends in these
14
areas (Serreze et al. 2000, Tucker et al. 2001). These trends carry over somewhat into JJA over
North America, with an expanding region of marginally significant reduced recycling over much
of Siberia and Western Europe. We can see that the strong interannual variations over the
deserts during SON in Fig 7 are also manifested as strong but statistically insignificant trends.
There are also notable positive trends during SON over large areas of South Asia and southern
Africa (also present during DJF), and a kind of dipole over South America with decreasing
recycling in a band from Peru to southern Brazil, and positive trends to the south. Overall, there
is a positive trend in the global mean annual mean recycling ratio of 0.02% per year, with the
main contribution coming from the trends at high northern latitudes. The implication is a small
intensification of the local hydrologic cycle.
5. Comparison to Bulk Calculations
Trenberth (1999) computed recycling ratios on a global basis using a bulk formulation,
ρ = Pm
P= EL
PL + 2F (4)
where ρ is the recycling ratio, defined as the fraction of total precipitation (P) contributed by
precipitation of local evaporative origin (Pm), E is evapotranspiration, and F the average
atmospheric moisture transport over the region. In Eq. (4), L is an assigned length scale. For
comparison to that study and to the QIBT recycling estimates obtained here, we have computed
recycling using Eq. (4) and the data set assembled for this study. Differences could be due to the
method or the data, or both.
Trenberth (1999) obtained seasonal P from the Xie-Arkin product for 1979-1995, seasonal E
from the NCEP/NCAR reanalyses (6-hour model integrations), and F from the magnitude of the
seasonal-mean vertically integrated water vapor transport vector from the NCEP/NCAR
reanalysis. Our study uses the hybrid model-observation P described in Section 2, E from the
15
NCEP/DOE reananlysis (6-h, 1979-2004), and F as the magnitude of the vertically integrated
vapor transport in the NCEP/DOE reanalysis. Recycling ratios are calculated on a monthly
basis, and then averaged to seasonal values.
We calculated bulk recycling values using Eq. (4) and our dataset, with length scales of 1000 and
500 km, for comparison to Trenberth (1999). Annual average values of recycling based on the
two different length scales are included (Fig. 9) for comparison to Trenberth’s Figs 9 and 10. The
results were quite similar, with slightly lower recycling values in our case likely because of
lower evaporation rates in the tropics and generally higher wind speeds over land in the
NCEP/DOE reanalysis compared to the NCEP/NCAR reanalysis. Therefore, we can infer that
differences between the QIBT recycling results presented here and Trenberth’s (1999) bulk
estimates are due to the method, not to major differences in the input data.
In order to compare our QIBT recycling estimates to those derived from the bulk method, we
must assign a compatible length scale for Eq. (4). A square region with area 105 km2 has a side
length of 316 km; a circular region has diameter 357 km. We selected a length scale of 340 km.
The bulk recycling results using Eq. (4) are shown in Fig 10. Fig 11 shows the fractional
difference between the QIBT estimates shown in Fig. 5 and the bulk estimates.
According to Trenberth’s (1999) perturbation analysis, we would expect recycling estimates to
increase when the estimation method captures transients in precipitation, evapotranspiration, and
vapor transport. In general, our results confirm this prediction. For most of the globe, the QIBT
recycling exceeds the bulk recycling. Over most mid-latitude regions, the difference is less than
70% of the bulk value; however, in locations where the bulk recycling is quite low, such as the
Sahara in SON, the QIBT estimate is more than double the bulk estimate. Notable exceptions,
where the QIBT estimate is lower than the bulk estimate, are northern South America (all
seasons) and equatorial Africa (DJF).
16
6. Conclusions
Precipitation recycling ratios are estimated for land areas of the entire globe over a 25-year
period, using the quasi-isentropic back-trajectory (QIBT) method. The QIBT approach traces the
air contributing to a precipitation event backward in time to map the most recent evaporative
sources of the water vapor contributing to that event. Analysis is conducted on each land cell of a
global 192x94 grid (1.875° longitude by approximately 1.9° latitude), on a pentad basis. When
the evaporative sources of a precipitation are mapped, that pentad’s recycling is computed as the
ratio of within-cell source to total precipitation depth (or mass).
Precipitation recycling is a function of the analysis region’s area, and cells defined by uniform
intervals of latitude and longitude do not have the same area on the Earth’s surface. Recycling
estimates for a variety of regions are found to scale approximately with the square root of area
(area to the power 0.457). This allows us to compare recycling from different locations.
The result of the analysis is a time series of gridded recycling estimates for 4257 land grid cells,
scaled to a common spatial extent (105 km2), for 25 years, 1979 through 2003. Annual and
seasonal averages are examined. In addition, the time series of 300 monthly values are subjected
to standard time series analysis, including descriptive statistics, cycles, and trends.
Overall, the 25-year global average recycling ratio for the105 km2 spatial extent is 4.5%. On both
an annual and a seasonal basis, minima of recycling are observed in regions with strong
advection from adjacent waters (e.g., the northern Amazon Basin, Mississippi basin, and coastal
monsoon regions in South Asia and northwestern Mexico). Recycling appears to be relatively
high over much of South America south of the Amazon River through the La Plata Basin, much
of subtropical southern Africa, interior China, southern Europe (including the regions
surrounding the Black Sea), western North America, and a broad swath of the high latitudes of
the Northern Hemisphere, especially over eastern Siberia.
17
The global patterns of recycling on an annual and seasonal basis are compared with those
derived using a bulk method based on time-averaged precipitation, evapotranspiration, and
atmospheric water vapor transport (Trenberth 1999). The overall patterns are similar, in terms of
the locations of minima and maxima, although there are differences in magnitude and detail. For
compatible spatial scales, the QIBT method results in higher recycling estimates than the bulk
method, as expected for a method that captures transient perturbations around the time-averaged
values. A notable exception is northern South America, where the QIBT method gives lower
recycling than the bulk method.
Monthly values are averaged across years to estimate an annual cycle of recycling. The high-
latitude regions of the Northern Hemisphere, especially in the Pacific region, show a very strong
annual cycle, as measured by the amplitude (maximum minus minimum). Regions with very low
seasonal variations in recycling include much of the Amazon basin and adjacent Atlantic coastal
regions of equatorial South America, the southern coast of Australia along the Great Australian
Bight, areas to the west and northwest of the Persian Gulf, and two regions of the Nile Basin
including the delta and parts of Ethiopia.
The coefficient of variation (COV) is computed for the twelve monthly values in the annual
cycle. The COV allows us to identify locations where the annual cycle is significant related to
the local mean, rather than in absolute terms. The arid regions stand out as having a high degree
of seasonal variation, compared to their low mean values, whereas the tropics are prominent as a
region of low COV, with the lowest values over the southern Amazon basin and Matto Grosso,
well south of the region of smallest absolute range.
Regions with strong interannual variability in recycling do not correspond directly to regions
with strong intra-annual variability. The greatest interannual variability in recycling appears to
occur during the dry season in regions with strongly seasonal precipitation regimes; this is
consistent with erratic evapotranspiration supply following a variable rainy season.
18
Over the 25 years of the study, high latitude regions show positive trends in recycling during the
boreal spring. There are also notable positive trends during SON over large areas of South Asia
and southern Africa. Overall, there is a positive trend of 0.02% per year in the global mean
annual recycling ratio, with the main contribution coming from the trends at high northern
latitudes.
This work has produced a 25-year time series of recycling on a monthly basis for all land areas
excluding Antarctica. Model simplifications continue to hinder confidence in the results, most
critically: (a) the assumption that precipitation may be contributed by air parcels at any level in
the atmosphere may instigate back-tracking of air parcels that do not contribute precipitation at
all in reality; and (b) the vertically-well-mixed assumption in the treatment of evapotranspiration
likely introduces spurious moisture supply into parcels traveling aloft. Further refinements, both
in our method and in model representations of convection, will help to correct these issues. In the
meantime, these results will be useful in exploring associations between and among precipitation
recycling, soil moisture memory, the persistence of anomalies, and climatic predictability.
Acknowledgements: This work was supported by NSF awards EAR 02-35575 (Brubaker) and
EAR 02-33320 (Dirmeyer).
19
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Figure Captions: 1. Schematic of (a) the division of precipitation over a pentad into “parcels” of equal
amount; (b) the launching of parcels at random x-y locations and elevations of a
humidity-weighted vertical coordinate over a grid box (humidity indicated by the curve
labeled q); (c) the apportionment of water vapor in a parcel from a precipitation event to
evaporation during earlier time intervals along the isentropic back-trajectory path, and the
resulting depletion of water accounted for in the parcel.
2. Estimated recycling ratios as a function of area over three of the test regions from Table
1, the average values for each scale, and the best fit regression curve through the average
values.
3. The scaling regression curves from all test regions, and the curve through the arithmetic
mean of the recycling ratios at each scale.
4. The 25-year annual mean recycling ratio (%) at a representative spatial scale of 105km2.
5. As in Fig 4 for individual seasons.
6. The range of the 25-year mean climatological annual cycle (maximum minus minimum
monthly recycling ratios), the standard deviation among the 25-year mean for each
month, and the coefficient of variation (panel marked SD divided by Fig 4).
7. Interannual variation of seasonal mean recycling ratios expressed as coefficient of
variation (interannual standard deviations divided by Fig 5).
8. Trends in recycling ratio (% per year) during the 25-year period. Red and blue shading
show regions with significant trends at the 95% confidence limit; pale yellow and green
shading show trends that are not significant.
9. Bulk recycling ratio as computed using Trenberth’s (1999) formula, using representative
length scales of (a) 1000 km and (b) 500 km.
10. Bulk recycling ratio as computed using Trenberth’s (1999) formula, using a
representative length scale of 340 km, for comparison to Fig. 4.
11. Difference between QIBT (Fig. 4) and bulk (Fig. 10) recycling estimates, expressed as a
fraction of the bulk estimate.
22
ρρρρ = a A b Recycling Ratio ρρρρ for Area (km2)
Region SW corner a b 104 105 106
Mackenzie (131,77) 0.102 0.424 5.1% 13.4% 35.6%
Khatanga (54,80) 0.089 0.433 4.8% 13.0% 35.2%
E. Europe (14,73) 0.057 0.448 3.5% 9.8% 27.6%
LaPlata (158,31) 0.061 0.437 3.4% 9.4% 25.7%
Kalahari (10,33) 0.018 0.533 2.5% 8.6% 28.9%
Ob (33,73) 0.041 0.461 2.8% 8.2% 23.7%
China (56,60) 0.046 0.439 2.6% 7.2% 19.7%
Talimakan (44,65) 0.056 0.415 2.6% 6.7% 17.4%
Congo (8,44) 0.025 0.481 2.1% 6.4% 19.4%
Mississippi (139,65) 0.031 0.461 2.2% 6.2% 18.0%
Australia (71,31) 0.011 0.524 1.3% 4.4% 14.7%
Amazon (155,44) 0.016 0.470 1.2% 3.7% 10.8%
Persia (30,62) 0.014 0.462 1.0% 3.0% 8.6%
W. Sahara (189,56) 0.012 0.474 1.0% 2.9% 8.6%
Mean (a,b) 0.0414 0.462 2.9% 8.4% 24.3%
Std (a,b) 0.0278 0.033
COV (a,b) 0.671 0.072
Mean RR 0.0440 0.457 3.0% 8.5% 24.3% Table 1. The locations of test regions (8x8 grid boxes on the reanalysis grid) for determining the scaling of the recycling ratio, the coefficients of the power law relationship found by regression for each region, and the effective recycling ratio for three different reference region sizes in each location. Overall statistics are shown at the bottom of the table.
23
Fig 1. Schematic of (a) the division of precipitation over a pentad into “parcels” of equal amount; (b) the launching of parcels at random x-y locations and elevations of a humidity-weighted vertical coordinate over a grid box (humidity indicated by the curve labeled q); (c) the apportionment of water vapor in a parcel from a precipitation event to evaporation during earlier time intervals along the isentropic back-trajectory path, and the resulting depletion of water accounted for in the parcel.
a
b
c
24
Fig 2. Estimated recycling ratios as a function of area over three of the test regions from Table
1, the average values for each scale, and the best fit regression curve through the average values.
25
Fig 3. The scaling regression curves from all test regions, and the curve through the arithmetic
mean of the recycling ratios at each scale.
26
Fig 4. The 25-year annual mean recycling ratio (%) at a representative spatial scale of 105km2.
27
Figure 5. As in Fig 4 for individual seasons.
28
Figure 6. The range of the 25-year mean climatological annual cycle (maximum minus minimum monthly recycling ratios), the standard deviation among the 25-year mean for each month, and the coefficient of variation (panel marked SD divided by Fig 4).
29
Figure 7. Interannual variation of seasonal mean recycling ratios expressed as coefficient of
variation (interannual standard deviations divided by Fig 5).
30
Figure 8. Trends in recycling ratio (% per year) during the 25-year period. Red and blue shading show regions with significant trends at the 95% confidence limit; pale yellow and green shading show trends that are not significant.
31
Figure 9. Bulk recycling ratio as computed using Trenberth’s (1999) formula, using
representative length scales of (a) 1000 km and (b) 500 km.
32
Figure 10. Bulk recycling ratio as computed using Trenberth’s (1999) formula, using a
representative length scale of 340 km, for comparison to Fig. 4.
33
Figure 11. Difference between QIBT (Fig. 4) and bulk (Fig. 10) recycling estimates, expressed
as a fraction of the bulk estimate.