A Method for Developing Climatological Rainfall
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Transcript of A Method for Developing Climatological Rainfall
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1A METHOD FOR DEVELOPING CLIMATOLOGICAL RAINFALL
INFORMATION: A PRELIMINARY APPLICATION TO LUZON
M. A. Estoque and R. T. F. BalmoriClimate Studies Division
Manila Observatory, Quezon City, Philippinesemail: [email protected], [email protected]
ABSTRACT
A method for developing climatological information of monthly rainfall for the Philippines is described. The
information consists of monthly rainfall at a uniform array of grid points. This array can be used to construct climatological
rainfall maps and other types of graphical representations with the aid of a geographical information system. The method,
which has been developed, is based on combining three types of rainfall information. These consist of grid point rainfall
values from a fluid dynamical model of the atmosphere, rainfall observations from rain gauge stations and satellite estimates
of rainfall. These three types of information are combined by an objective analysis technique in order to obtain rainfall at a
uniform network of grid points.
The present paper describes an initial application of the method to the island of Luzon for the month of June. In this
application, only model-generated rainfall and rainfall from rain gauge stations are used. Satellite data are not included in
the application because these are still not available. The atmospheric model, which is used in this initial application, is a
simple model--the mixed layer model. The climatological rainfall information, which is produced by the method, is used to
construct a climatological map of rainfall for the month of June. The map is compared with a corresponding map prepared
by the Climate Branch, Philippine Atmospheric Geophysical and Astronomical Services Administration (PAGASA). The
map, which is produced by the present method, exhibits higher horizontal resolution and greater accuracy.
____________________________________________
1. INTRODUCTION
The first significant study of the climate
of the Philippines has been made by Father
Jose Coronas (1916). An important result of
the study is a regional classification of
rainfall into four climatic types: the so-
called Coronas rainfall types. These types
give a general description of the large-scale
regional variations of the total monthly
rainfall. Subsequent attempts to revise the
classification have been made. However,
the revised version is not significantly
different from the original Coronas
classification. A map of this version is
shown in Fig. 1. An examination of the
geographical distribution of the different
rainfall types indicates that these are
primarily determined by the directions of the
seasonal winds with respect to the
-
2mountains. In particular, the rainfall patterns
indicate the occurrence of rain over the
windward slopes of mountains and dry
conditions over the leeside. Consequently,
there is little rainfall between mountains.
As indicated in Fig. 1, the Coronas
classification and its subsequent revisions
provide only general information on the time
of occurrence of the rainy and the dry
seasons of the year. It does not provide high
resolution, quantitative information
concerning the geographical distribution of
rainfall.
Information consisting of data sets of
rainfall on a regular grid is needed in
agriculture, hydrology, architectural
planning and other practical applications.
The data are important as input to
geographical information systems which
could produce rainfall maps and other types
of graphical output for many kinds of users.
For example, farmers could utilize such
maps as useful guides in planning cropping
patterns and in designing agricultural
structures. In this report, the authors
describe a method for constructing a set of
gridded rainfall data as well as a high
resolution, accurate rainfall atlas for the
Philippines. The method is based on
combining rainfall output data from fluid
dynamical models of the atmosphere,
satellite observations and rain gauge
observations.
The construction of an accurate data set
on rainfall for the Philippines is difficult due
to the sparse distribution of rain gauge
stations and the large rainfall variations over
mountainous areas. It is well known that
mountainous terrain, or orography, generates
large space and time variations of rainfall.
Coastlines also produce similar variations
with generally less amplitudes. The weather
disturbances, which produce these
variations, are small in horizontal scale.
These consist of convective and mesoscale
disturbances, whose dimensions range from
a few kilometers to tens of kilometers. We
note that these dimensions are relatively
small compared to the distances between the
networks of rain gauge stations in the
Philippines. This condition is indicated in
Fig. 2, which shows the present network of
rain gauge stations. Note the large areas
without stations in Northern Luzon and in
Mindanao. This network does not show all
of the stations which are used in this study.
In the application of the method to be
described here, we have included the
observations from some stations which
stopped operating after the Second World
War. The locations of the current stations
with respect to mountains may be inferred
-
3from Fig. 3, which shows the topography of
Luzon.
Fig. 1. A revised version by PAGASA of the original classification of rainfall types by FatherJose Coronas. Type 1: Two pronounced season, dry from November to April and wet during therest of the year. Type 2: No dry seasons with a very pronounced maximum rainfall fromNovember to January. Type 3: Seasons not very pronounced, relatively dry from November toApril and wet during the rest of the year. Type 4: Rainfall more or less evenly distributedthroughout the year.
-
4Fig. 2. Map showing the current network of rain gauge stations in the Philippines.
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5Fig. 2 shows the average distance
between stations is of the order of 100 km.
This is about ten times bigger than the
horizontal scale of weather disturbances,
which are generated by mountainous and
coastal regions. Such disturbances produce a
considerable amount of rainfall in the
Philippines and other tropical regions. The
large space variability of rainfall associated
with mountainous terrain is indicated in Fig.
4. The figure shows a comparison of the
July climatological rainfall for three pairs of
stations. The three pairs consist of Dagupan
and Baguio, Iba and Tarlac (about 50 km to
Fig. 3. Map of the terrain heights (m) for Luzon and vicinity.
-
6the east), and Manila and Antipolo (about 20
km east of downtown Manila). Note that
Baguio has 500 mm of rainfall more than
Dagupan, a station only about 50 km away
from Baguio. This big difference is due to
the fact that Baguio is on the windward side
of the Cordillera Mountains while Dagupan
is located in the lowlands along the
shoreline of Lingayen Gulf. The equally
large rainfall difference of 500 mm between
Tarlac and Iba is due to fact that Iba is near
the windward side of the Zambales
Mountains. In contrast, Tarlac is located on
the leeside to the east. The difference
between Antipolo and Manila rainfall is
smaller than those of the preceding pair of
stations. Nevertheless, it is still substantial
if one considers that the distance between
the stations is only 20 km. The larger
amount of rainfall in Antipolo is presumably
due to the effect of the Sierra Madre
Mountains. The large space variability of
rainfall, which is indicated in Fig. 4, cannot
be resolved by the current network of rain
gauge stations. This lack of resolution is a
formidable obstacle in the construction of an
accurate rainfall atlas.
The rainfall comparison described
above indicates the important role of
mountains in determining the variations in
rainfall. The enhancement of rainfall by
mountains is primarily the result of two
physical processes: mechanically forced and
thermally forced upward motions.
Mechanical forcing occurs when air is
forced upward as it blows along the
windward slopes of a mountain. Fig. 5
illustrates this effect of mountains in
generating rainfall over the windward
slopes. In contrast, the leeside is generally
characterized by dry conditions. This is due
to the fact that, as the air descends on this
side, it becomes warmer and less humid.
Thermally forced upward motions occur
during the daytime on sunny days because
the mountain acts as an elevated heat source
under these conditions. The heat source
generates upslope motions during the
daytime. The upward motions which are
generated by mechanical and thermal
forcing cool the air by adiabatic expansion.
The cooling, in turn, produces clouds and
rainfall if the air is sufficiently moist. In
summary, the large variability of rainfall
produced by mountains, together with the
usual lack of rain gauge observations over
mountainous regions, are the biggest
problems in the construction of rainfall maps
over these regions. In this connection, one
finds that this is a major problem in
constructing rainfall maps for Northern
-
7Luzon, which is characterized by
mountainous terrain.
0
200
400
600
800
1000
Rai
nfal
l (m
m)
1 2 3
Stations
Baguio
Dagupan
Tarlac
Iba
Manila
Antipolo
Fig. 4. Variability of rainfall associated with orographic effects. Baguio, Iba andAntipolo are located over the windward side of a mountain.
Fig. 5. Schematic diagram showing the generation of rainfall by a mountain.Adapted from Barros and Lettenmaier (1994).
-
8Methods for estimating rainfall due to
orographic effects have been developed by
several investigators on the basis of fluid
dynamical and statistical models. Examples
of methods which use fluid dynamical
models of the atmosphere for estimating
rainfall due to mechanically-forced lifting
have been described by Barros and
Lettenmaier (1994). These methods have
been applied over the mountainous regions
of the Western United states. They are
primarily suitable for describing rainfall
variations whose horizontal scales range
from tens to hundreds of kilometers and for
time scales corresponding to climatological
time scales. Fluid dynamical models for
simulating rainfall due to thermally forced
lifting by mountains have been formulated
by Orville (1966). A model for simulating
rainfall generated by sea breezes has been
described by Estoque et al. (1994). In
connection with the use of the statistical
method for estimating rainfall over
mountainous regions, Daly et al. (1994)
have described an ingenious method. It
estimates rainfall at points of a regular grid
from irregularly distributed rain gauge
observations.
The use of fluid dynamical models for
estimating rainfall, in combination with
satellite observations, has been done by
several investigators. For example,
Grassotti and Garand (1994) have developed
a method for estimating rainfall at grid
points with the aid of numerical model
forecasts and geostationary satellite
observations (infrared and visible). On the
other hand, Xie and Arkin (1996) have
developed an algorithm for constructing
gridded fields of monthly rainfall by using
estimates from four sources of satellite
observations: infrared, visual, microwave
scattering and microwave emission. These
observations are merged with rainfall
generated by a numerical prediction model
to estimate rainfall. A similar method has
been described by Huffman et. al. (1995). It
must be mentioned that the methods which
have been developed by these investigators
are suitable only for the determination of
rainfall distributions due to large-scale
(synoptic) weather disturbances. The
horizontal resolution of such distributions is
of the order of one hundred kilometers.
3. METHODOLOGY
In this section, the authors describe the
method for the construction of a gridded
distribution of rainfall data for the
Philippines. The method is basically a
-
9modification of the methods mentioned in
the preceding section. Modifications are
also introduced in order to incorporate the
effects of small-scale rainfall variations
which occur in the Philippines, especially
those associated with orographic effects.
The modifications involve the use of a high-
resolution fluid dynamical model (horizontal
grid distance of about 5 km) and satellite
observations with about the same resolution.
The gridded information from the fluid
dynamical model and from the satellite data
are subsequently combined with rainfall
observations from rain gauge stations. By
combining the high-resolution model rainfall
and satellite rainfall estimates with the low-
resolution rain gauge data, our method is
able to produce a relatively accurate, high-
resolution set of gridded rainfall data.
The method for combining grid point
rainfall values from a fluid dynamical model
and satellite data with rain gauge
observations is based on the Cressman
objective analysis technique. This technique
requires the use of a preliminary or first
guess of the grid point values of the rainfall.
We plan to construct the first guess as a
weighted average of the grid point values
from the model and from the satellite data.
In accordance with the technique, the first
guess grid point values are subsequently
modified by a scanning procedure which
incorporates the contribution of rain gauge
observations in the vicinity of the grid
points. Several scans with varying radial
distances from the grid points are used.
4. INITIAL APPLICATION OF THE
METHOD
We have made an initial application of
the method described above in order to
determine its feasibility. This application is
limited in terms of the following aspects:
1. The area is limited to the island of
Luzon and only for the month of
June. We have confined our
application to the area to Luzon
because its northern sections are
mountainous. Hence, it could
provide a good test for the ability of
the method to incorporate orographic
effects.
2. Only rainfall observations from rain
gauge stations are used in this initial
application. Satellite observations
are not used because these are not
available at the present time.
-
10
3. The model rainfall is generated by
the mixed layer model, a simple
model of the atmosphere. More
sophisticated three-dimensional fluid
dynamical models will be considered
in future applications of the method.
In brief, the initial application will
construct a rainfall atlas by combining
model-generated rainfall data with
observations from rain gauge stations. The
fluid dynamical model which is used to
generate the rainfall is the so-called mixed
layer model. It has been used in previous
studies to simulate rainfall for different
types of weather conditions. It was used by
Lavoie (1972) to study rainfall which is
associated with lake-effect storms over Lake
Ontario. It was also used by Estoque and
Ninomiya (1976) for studying precipitation
over Japan. The precipitation is generated by
the warm waters of the Japan Sea during
outbreaks of cold air from Siberia in the
winter monsoon season. The model
equations are derived by assuming that the
atmosphere has the simple vertical structure
shown in Fig. 6.
The diagram shows that the complex
structure of the real atmosphere is replaced
by three layers: (1) a surface layer adjacent
to the ground; (2) an overlying layer called
the mixed layer; (3) a stable layer which
represents the upper layers of the
atmosphere. The surface layer serves as a
convenience for estimating the turbulent
fluxes of heat, momentum and other
atmospheric properties between the ground
and the mixed layer. The mixed layer is the
active layer, which describes the variations
in time and space of the important
atmospheric variables, such as wind,
temperature, clouds, rain and others. Here,
the variables are assumed to be constant
along the vertical; however, they vary both
temporally and horizontally. The figure
indicates the important parameters which
describe the inversion. These are the height
of the inversion (ZT) and the strength of the
inversion (DTN). These two quantities
describe the thermal stability of the
atmosphere with respect to buoyancy-
generated motions. These motions are
important in the generation of clouds and
rain.
A detailed description of the dynamical
equations of the mixed layer model is given
in the abovementioned studies and in other
subsequent articles. We will, therefore,
limit the discussion of the model to the
equations which predict rainfall. The
original formulation for the rainfall
prediction in previous studies of Lavoie and
-
11
Estoque & Ninomiya is somewhat semi-
empirical. It estimates the precipitation rate
in terms of the height of the cloud base, the
inversion height and the vertical velocity.
We have replaced this by a more realistic
treatment which is based on the cloud
microphysics formulation of Kessler (1969).
Kesslers formulation involves equations
which predict the amount of water in cloud
droplets and in the bigger raindrops. The
formulation assumes that cloud droplets are
formed after the air becomes supersaturated.
The cloud droplets subsequently grow into
bigger drops (raindrops) as a result of two
physical processes. The first, auto-
conversion (AUCON), describes the
diffusion of small droplets toward bigger
droplets. The second (ACR) describes the
accretion or capture of cloud droplets by the
bigger raindrops as these accelerate
downward due to gravity. The formulation
also incorporates the depletion of raindrops
by evaporation (EVAP).
O
Potential Temperature ()
STABLE LAYER
SURFACE LAYER10 mZo
ZS
ZT
ZH
M
H
Hei
ght
Inversion Strength, DTN
MIXED LAYER
Fig. 6. Vertical structure of the atmosphere according to the mixed layer model.
-
12
The two processes, which involve the
formation of rain and its evaporation, are
described by the equations,
Eq. (1)
Eq. (2)
where,
[ ]2SS1 K)QQ(KAUCON = ( )( ) 875.06rsss3e 10xQQQKCACR =
[ ]( ) 65.06rsss4 10QQQKEVAP =
The important variables are defined as
follows,
Q, amount of water in vapor and cloud
droplets
Qr, amount of water in raindrops
u, wind component along the x-axis
v, wind component along the y-axis
w, wind component along the z (vertical
axis)
Vr, terminal velocity of raindrops
KH, horizontal diffusion coefficient
KV, vertical diffusion coefficient
s, standard air density of the mixed layer
The most important output of the model
is the rainfall rate; this quantity is given by,
Rainfall Rate = -s(VrQr)
We have adapted these equations for
our particular model so that they apply to
entire air columns of the mixed layer. This
is done by integrating the equations with
respect to height from the surface layer to
the top of the mixed layer. The integration
simplifies the model by eliminating the
dependence of the equations along the
vertical coordinate.
In spite of all the simplifications
introduced above, the model is able to
simulate the rainfall contributions due to
mechanically forced ascending motions over
the windward slopes of mountains and due
to weather disturbances, which are generated
by the daytime heating of the ground. This
heating is incorporated by assuming a
diurnal variation of the surface temperature.
The equation specifies a sinusoidal variation
of the ground temperature with a maximum
at noon and a minimum at midnight.
( )( )[ ])QQ(EVAP)QQ(ACRQQAUCON1
QVzz
Qwy
Qvx
Qut
Q
rrrs
rrsrrrr
+
+
=
( )[ ])QQ(EVAP)QQ(ACRQQAUCON1zQK
yQ
xQK
zQw
yQv
xQu
tQ
rrrs
2
2
V2
2
2
2
H
++
+
+
+
=
-
13
Eqs. (1) and (2), together with the
dynamical equations for the mixed layer,
have been integrated numerically in order to
generate gridded rainfall data. A rectangular
coordinate system is used. The grid distance
is equal to 8 km along both the x (east-west)
and the y (northsouth) directions. Initial
values of the potential temperature, wind,
height of the mixed layer and the different
water variables are specified. In particular,
the corresponding amounts of cloud and rain
material are initially set to zero. The initial
wind is assumed to be from the southwest
with east-west and north-south components
equal to 5 m/s. The corresponding values of
the temperature and water vapor are
determined from a typical sounding in June.
The initialization is quite subjective due to
the use of the mixed layer model as a
representation of the actual atmosphere. The
subjectivity is introduced in the specification
of the parameters which define the wind,
moisture content and the temperature-related
variables, such as the height of the mixed
layer and the strength of the inversion
(DTN). Fortunately, numerical experiments
with the model indicate that the rainfall
pattern is relatively insensitive to most of
the initial conditions. However, the
magnitude of the rainfall is quite sensitive to
the mixing ratio for water vapor and the
height of the inversion.
Starting with an initial time of 6 A.M.,
we integrated the model for a period of 24
hours. At the end of the period, the model
calculates the total or the accumulated
rainfall values at grid points. The pattern of
the accumulated rainfall is shown in Fig. 7.
Looking at the rainfall distribution, we note
a striking similarity between this distribution
and the pattern of terrain elevation in Fig. 3.
Note that high (low) values of rainfall are
associated with correspondingly high (low)
values of terrain elevations. The dominant
features of the rainfall distribution are the
three major north-south bands of rainfall
maxima. These are associated with the
Zambales Mountains, Sierra Madre
Mountains and the Cordilleras over
Northern Luzon. The rainfall bands are
associated with orographic effects due to
mechanical forcing of the southwest
monsoon flow and, to a lesser extent, due to
the thermal forcing during the daytime.
Over Northern Luzon, one can see a rainfall
minimum along the Cagayan Valley
between a maximum along the Cordilleras
toward the west and the Sierra Madre
Mountains toward the east. A similar
rainfall minimum is indicated over Central
-
14
Luzon between the Zambales Mountains and
the Sierra Madre Mountains to the east.
The grid point values corresponding to
the rainfall distribution in Fig. 7 are
subsequently multiplied by a suitable factor
in order to convert them into preliminary
climatological values for June; the factor is
subjectively specified. Next, the
preliminary grid point values are added to a
geographical rainfall average for the
domain; the average is computed by using
the climatological rain gauge observations
for June. The addition produces a final set of
grid point values of model rainfall. In
essence, this additive process of arriving at
the model rainfall assumes that the rainfall
consists of the contributions of mesoscale
and large synoptic scale weather
disturbances. The synoptic scale
contribution corresponds to the average of
the observed rainfall from rain gauges.
Finally, the set of grid point values is used
as the input (first guess) for an objective
analysis technique. This technique is based
on the Cressman successive correction
method.
Fig. 7. Rainfall pattern for June produced by the dynamical model.Units: rainfall depth in cm.
-
15
5. RESULTS AND DISCUSSION
As indicated in the previous section, our
first application of the method involves the
construction of a rainfall map of Luzon for
the month of June. The result of the
application is shown in Fig. 8. Looking at
the map, one notes that high elevations are
generally associated with high rainfall.
Maximum values of 900 mm occur over the
Cordilleras and the Zambales Mountains.
These values appear to agree with the large
rainfall values at Iba (Zambales) and Baguio
in Table 1. On the other hand, the map
shows low rainfall along the Cagayan Valley
with a minimum value of about 100 mm.
This is confirmed by the low rainfall
observed at Aparri and Tuguegarao in Table
1. The map also shows relatively low values
of about 200 mm over the Central Plain of
Luzon. The low rainfall along the Cagayan
Valley and over the Central Pain is
consistent with the picture shown in Fig. 5.
These two regions are located at the leeside
of mountain ranges. At this juncture, it is
interesting to speculate whether the large
values of rainfall shown in Fig. 8 over the
Northern Cordilleras east of Vigan are
realistic. These large values are also seen
over the mountains of Mindoro. In these
two regions, there are no observations (see
Fig. 2).
Next, we discuss a more quantitative
evaluation of the performance of the
method. This is done by calculating the
rainfall obtained by the method at the
location of the rain gauge stations. The
calculation is an interpolating technique
which uses the four grid points surrounding
a particular station. The technique computes
a weighted average of the four grid point
values surrounding the rain gauge station.
The weight is inversely proportional to the
distance between the grid point and the rain
gauge station. The interpolated values are
then compared with the rain gauge
observations; these interpolated values and
the observations are shown in Table 2. The
table shows a close agreement between the
observed rainfall and the rainfall obtained by
the method. The largest error is found in
Baguio with a value of 74 mm.
-
16
Fig. 8. Climatological rainfall (mm) for the month of June obtained by using the method.
-
17
Table 1. June climatological rainfall at present rain gauge stations of PAGASA.
STATION LONGITUDE (O) LATITUDE (O) TOTAL RAINFALL (MM)Iba 15.3 120 601
Baguio 16.4 120.6 501Dagupan 16.1 120.3 374
NAIA 14.5 121 245Laoag 18.2 120.5 350Vigan 17.9 120.4 340Aparri 18.4 121.6 154
Tuguegarao 17.6 121.7 158Calapan 13.4 121.2 191Infanta 14.8 121.6 248Daet 14.1 123 182
Legaspi 13.1 123.7 252Casiguran 16.3 122.1 222Ambulong 14.1 121.1 256
Table 2. Comparison between calculated rainfall and rainfall from rain gauge observations.
STATIONS OBSERVED RAINFALL (MM) CALCULATED RAINFALL (MM)Iba 601 601
Baguio 501 427Dagupan 374 374
NAIA 245 268Laoag 350 349Vigan 340 340Aparri 154 154
Tuguegarao 158 158Calapan 191 191Infanta 248 248Daet 182 182
Legaspi 252 252Casiguran 222 222Ambulong 256 245
The comparison is summarized by the
scatter diagram in Fig. 9. The diagram
shows a very high correlation between the
two quantities. The largest difference
between the two quantities is found for
Baguio; here, the method underestimates the
rainfall. Some statistical measures of the
accuracy are: Square of the correlation
coefficient: 0.93; root mean square error:
1.251; average absolute error: 3.875. The
-
18
regression equation in Fig. 9 may be used to
estimate the actual rainfall from grid point
rainfall in regions without rain gauge
stations.
A final evaluation of the method is done
by comparing the rainfall map, which is
produced by the method, with a
corresponding map prepared by the Climate
Branch of PAGASA (See Fig. 10). Looking
at both maps, one finds that there are some
similarities in the general patterns of
rainfall. The most important similarity
involves the existence of minimum rainfall
along the Cagayan Valley in both maps.
However, the enhancement of rainfall by
mountains is not accurately portrayed by the
PAGASA map. For example, this map
shows a rainfall maximum which occurs
over the coastal region in the province of La
Union to the northeast of Lingayen Gulf.
This maximum is not consistent with the
relatively low rainfall, which is observed
along the entire coast of the Ilocos Region.
There are other differences between the two
maps. For example, the PAGASA map
shows a narrow strip of maximum rainfall
along the western coast of Zambales
Province. On the other hand, our present
map locates these regions of maxima farther
to the east over the western slopes of
mountains. Still another difference involves
rainfall patterns in the vicinity of the Sierra
Madre Mountains. The PAGASA map
shows no evidence of orographic effects. In
contrast, these effects are well-defined in
our map. The lack of orographic effects of
the Sierra Madre Mountains in the PAGASA
map results in the absence of a well-defined
minimum rainfall over Central Luzon. The
present map indicates a well-defined
minimum. In general, the evaluation shows
that the present map has more details and
greater accuracy in the rainfall patterns than
the PAGASA map.
y = 0.9079x + 25.004R2 = 0.9332
0
100
200
300
400
500
600
700
0 100 200 300 400 500 600 700
Observed
Cal
cula
ted
Fig. 9. Scatter diagram showing the relationship between observed rainfall at rain gaugestations and corresponding calculated rainfall.
-
19Fig. 10. Climatological rainfall atlas for the month of June prepared by PAGASA.Adapted from a chart available from the Climate Branch of PAGASA.
-
20
6. SUMMARY AND FUTURE WORK
This paper describes a method for
constructing a grid point array of
climatological rainfall values; this can be
portrayed graphically as a climatological
rainfall map. The grid point values are
obtained by combining rainfall produced by
a fluid dynamical model of the atmospheric
model with rainfall observations. The
observations, in turn, may consist of rainfall
observations from ground-based stations as
well as satellite-derived rainfall. The three
data sets (model rainfall, rain gauge
observations and satellite-derived rainfall)
can be combined in order to generate a
uniformly-spaced grid point array of rainfall.
This is done with the aid of an objective
analysis technique. The result of an initial
application of the method is presented. In
this limited application, we use a mixed
layer model to obtain the model-derived
rainfall. The observations are limited only to
rain gauge observations; satellite
observations are not used because they are
currently not available. The method is
applied in the construction of a
climatological rainfall map for Luzon for the
month of June. The map is compared with a
corresponding map which has been prepared
previously by PAGASA. The comparison
indicates that present map incorporates the
effects of mountains more realistically than
that of the PAGASA map. Furthermore, the
map appears to have a higher horizontal
resolution and greater accuracy. Future
applications of the method will use a more
realistic three-dimensional model of the
atmosphere instead of the simple mixed
layer model. In addition, satellite-derived
rainfall will be included as an input to the
method. Ultimately, we expect to construct a
complete set of climatological rainfall data,
together with rainfall atlases for all months
of the year and for the entire Philippines.
REFERENCES:
Barros, A.P. and D.P. Lettenmaier, 1994:
Dynamic modeling of orographically
induced precipitation. Rev. of Geophys, 32,
265-284.
Coronas, S. J., 1920: The climate and the
weather of the Philippines, 1903 to 1918.
Bureau of Printing, Manila, 194 pp.
Daly, C. and Co-authors, 1994: A statistical-
topographic model for mapping
climatological precipitation over
-
21
mountainous terrain. J. Appl. Meteor., 33,
140-158.
Estoque, M. A. and K. Ninomiya, 1976:
Numerical simulation of Japan Sea Effect.
Tellus, 28, 243-253.
Grassotti, C. and L. Garand, 1994:
Classification-based rainfall estimation
using satellite and numerical forecast
model fields. J. Appl. Meteor., 33, 159-
178.
Huffman, G. J, and Co-authors, 1995:
Global precipitation estimates based on a
technique for combining satellite-based
estimates, rain gauge analysis, and NWP
model precipitation information. J.
Climate, 8, 1284-1295.
Kessler, E., 1969: On the Distribution and
Continuity of Water Substance in
Atmospheric Circulation. Meteor.
Monogr. No. 32, Amer. Meteor. Soc.,
Boston, Mass., 84.
Lavoie, R. L., 1972: A mesoscale numerical
model of lake effect storms. J. Atmos. Sci.,
29, 1025-1040.
Orville, H.D., 1965: A numerical study of
the initiation of cumulus clouds over
mountainous terrain. J. Atmos. Sci., 22,
684-699.
Xie, P. and P. A. Arkin, 1996: Analysis of
global monthly precipitation using rain
gauge observations, satellite estimates, and
numerical model predictions. J. Climate, 9,
840-858.
-
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LIST OF SCIENTIFIC REPORTS
Report No. 1 CLIMATOLOGY OF RAINFALL AND WIND FOR THEPHILIPPINE-SOUTH CHINA SEA REGION PART 1: MONTHLYVARIATIONS (M.A. Estoque, M.V. Sta Maria and J.T. Villarin S.J.;Quezon City, Philippines; March 2000)
Report No. 2 CLIMATOLOGY OF RAINFALL AND WIND FOR THEPHILIPPINE-SOUTH CHINA SEA REGION PART 2: VARIATIONS DUETO EL NINO AND LA NINA (M.A. Estoque, M.V. Sta Maria and J.T.Villarin S.J.; Quezon City, Philippines; May 2000)
Report No. 3 CLIMATE CHANGES DUE TO THE URBANIZATION OFMETRO MANILA (M.A. Estoque and M.V. Sta Maria; Quezon City,Philippines; June 2000)
Report No. 4 CLIMATOLOGICAL CHANGES IN RAINFALL DUE TOURBANIZATION (M.A. Estoque and E.R. Castillo; Quezon City,Philippines; March 2001)
Report No. 5 CHANGES IN RAINFALL PATTERNS DUE TO THEGROWTH OF AN URBAN AREA (M.A. Estoque and R.T.F. Balmori;Quezon City, Philippines; March 2002)
Report No. 6 PREDICTABILITY OF DROUGHTS AND FLOODS DUE TO EL NIOAND LA NIA EPISODES (M.A. Estoque and R.T.F. Balmori; QuezonCity, Philippines; June 2002)
Report No. 7 ENVISIONING FUTURE CLIMATE CONDITIONS IN THEPHILIPPINES: AN ANALYSIS OF GENERAL CIRCULATIONMODELS BASED ON THE SPECIAL REPORT ON EMISSIONSSCENARIO (E.R. Castillo and J.T. Villarin S.J.; Quezon City, Philippines;May 2002)
Report No. 8 GEODYNAMICS AND GEOKINEMATICS OF SEA LEVEL RISE:SURVEYING THE KEY FACTORS (E.R. Castillo et. al.; Quezon City,Philippines; June 2002)
Report No. 9 DIURNAL VARIATIONS OF AIR POLLUTION OVER METROMANILA (M.A. Estoque and R.T.F. Balmori; Quezon City, Philippines;December 2002)
Report No. 10 A METHOD FOR DEVELOPING CLIMATOLOGICAL RAINFALLINFORMATION: A PRELIMINARY APPLICATION TO LUZON (M.A.Estoque and R.T.F. Balmori; Quezon City, Philippines; May 2003)
Climate Studies DivisionManila Observatory, Quezon City, PhilippinesLIST OF SCIENTIFIC REPORTS