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Nguyen, Nguyen, Do, Bui, Nguyen, Vuong, and Le: Spatial Interpolation of Meteorologic Variables in Vietnam using the Kriging Method

Abstract

This paper presents the applications of Kriging spatial interpolation methods for meteorologic variables, including temperature and relative humidity, in regions of Vietnam. Three types of interpolation methods are used, which are as follows: Ordinary Kriging, Universal Kriging, and Universal Kriging plus Digital Elevation model correction. The input meteorologic data was collected from 98 ground weather stations throughout Vietnam and the outputs were interpolated temperature and relative humidity gridded fields, along with their error maps. The experimental results showed that Universal Kriging plus the digital elevation model correction method outperformed the two other methods when applied to temperature. The interpolation effectiveness of Ordinary Kriging and Universal Kriging were almost the same when applied to both temperature and relative humidity.

1. Introduction

Temperature and humidity are the two main meteorologic variables that directly impact physical and biological processes. Knowledge of the spatial temporal variability of climatic conditions is required for assessing the recent climate change and greenhouse effect [1]. Spatially and temporally continuous gridded meteorologic datasets are important in many applications, such as in forest fire risk modeling, soil sciences, and ecological studies [2,3]. However, the weather station network is often sparse and meteorologic data may not be available where it is most needed. Various interpolation methods have been developed to generate the grid dataset of interest meteorologic variables. The purpose is to predict meteorologic values based on the spatial autocorrelation among observations and possibly ancillary variables for locations where no actual observations are available.
Various statistical methods have been developed for interpolating climate data. Many studies have pointed out that Kriging interpolation methods have high accuracy and low bias compared with other geostatistical methods [4,5]. These methods are a linear combination of weights, which are determined by the spatial variation structure [6]. Previously, some papers implemented Kriging methods on their country-level data. In [7], 922 meteorological stations in the United States were interpolated using Residual Kriging plus elevation and 12 directions models. Another paper applied a Kriging method with an external drift (e.g., mean elevation, sea, and lake percentage) to station-based temperature and precipitation in Finland [6]. In [810], they produced monthly, min, max, and average climate gridded datasets from their country-level ground weather stations using Kriging methods. In Vietnam, there has been some research carried out on Kriging interpolation on frost and low temperature data from stations, MODIS, and NOAA data from the northwest region of the country. In [11,12], a 100×100 m2 high-resolution warning map of frost and low temperatures was constructed and continuously updated in some provinces.
This research targets were used to develop interpolation models for generating temperature and relative humidity gridded fields from scattered ground station observations. We proposed three models including Ordinary Kriging (OrK), Universal Kriging (UnK), UnK plus Digital Elevation Model (UnK+DEM). The models were then applied to ten years of 98 ground weather stations data in Vietnam, plus satellite images as ancillary data. Then, ten-fold cross-validation was used to compare these three models and choose to the best one, which was the UnK+DEM.
The paper consists of four main sections, which are the introduction, datasets and methodology, results, and the conclusion.

2. Datasets and Methodology

2.1 Study Area

The study area for this research was in Vietnam, which is located at approximately 8°N to 23°N and 110°E to 120°E (See Fig. 1). Vietnam is a tropical country and spans a land area of around 33 million ha, of which 13.9 million ha are forests (3.5 million ha of forest plantations and 10.4 million ha of natural forests). Vietnam is divided into eight administration regions: Northwest, Northeast, Red River Delta, North-Central Coast, South-Central Coast, Central Highlands, Southeast, and the Mekong River Delta.

2.2 Datasets

There are two types of data that were collected and used in this study.
Ground station data: all meteorologic data was collected from the Forest Protection Department, Vietnam Administration of Forestry from 2004 to 2014. This meteorologic data included temperature (GR TEMP) and relative humidity (GR RH) measured at 13:00 every day from 98 stations located throughout Vietnam, as seen in Fig. 1. In addition, spatial information, including the location and altitude (GRA) of these ground stations, were also included in the data set.
Satellite Digital Elevation Model (DEM), ASTER, is a medium-to-high spatial resolution, multispectral imaging system that flies onboard the TERRA satellite. The imaging system acquires stereoscopic images at a spatial resolution of 15 m for deriving DEM. As a result, ASTER DEM is a 30-m elevation dataset that was created by stereo-correlating automated techniques [13]. In this work, ASTER-DEM is used as ancillary data for the removal of the elevation effect of temperature data.

2.3 Methodology

2.3.1 Kriging spatial interpolation for meteorologic data

In this section, we present the application of Kriging spatial interpolation methods to temperature and humidity. This spatial interpolation is applied to temperature and humidity variables independently. For simplicity, meteorologic variable terminology is used to indicate either the temperature variable or humidity variable.
The output of interpolation consists of interpolated meteorologic fields in Vietnam and their error maps. Kriging works well in cases when the statistical assumptions are met and in cases where there are a sufficient number of non-clustered target observations. As such, the spatial pattern (covariance) can be described with statistical significance and with a relatively sufficient level of detail in connection to the spatial gradients of variation of the target variable [14]. The meteorologic data, which is comprised of years of data from 98 ground stations, is suitable for applying Kriging interpolation.
All interpolation algorithms estimate the destination value at a given location as a weighted sum of data values at surrounding locations. Kriging estimates the spatial variation structure through a variogram and takes the spatial autocorrelation into consideration [15]. The Kriging estimator is modeled as the sum of a global trend μ (measuring broad trends in the data over the entire study region) and a local stochastic variation ε [16]:
(1)
Z(s)=μ(s)+ɛ(s)
where s denotes the spatial coordinate. Based on the assumptions of the global trend μ, many types of Kriging methods have been derived. For example, Simple Kriging (SK) assumes =0 ; Ordinary Kriging (OK) assumes the unknown constant mean; and Universal Kriging (UK) assumes a general polynomial trend as follows:
(2)
z=ax+by+c
where x, y, are the variables for the x-latitude and y-longitude, respectively, z is statistically analyzed from past data. To avoid seasonal side effects, we estimated z from the monthly data. The regression model (2) can be seen as a mathematical plane that fits a set of 3-dimensional points (x,y,z). An example of a temperature trend function is illustrated in Fig. 2(a). It demonstrates the variation of temperatures observed on January 10, 2012 when increasing latitude over all of Vietnam, as shown in Fig. 2(b).
Many regionalized variables show local trends or even broader regional trends when spatially analyzed. Trends may be caused by natural processes that are related to directions (i.e., the effect of progressively increasing the latitude and other well-known dependencies between surface temperature and elevation [1719]). A non-stationary regionalized variable contains two components, which are known as drift (or trend) and residual. The drift represents the spatial trend inherent in the data and the residual is the difference between the real value and the drift. First, the UK removes the drift component from a regionalized variable so that the residuals will be more stationary. The drift is estimated by a regression model which is a mathematical function that represents data trends. After wrapping up elimination, the variogram model of the residual is calculated and interpolated to obtain the elementary residual result. Finally, the drift is returned back to the estimated residuals to obtain the final interpolated value.
The unknown meteorologic random variable Z(s0) at spatial location s0 is expressed as weighted linear combinations of the available meteorologic samples:
(3)
Zs0=i=1Nωsi.Zsi
where:
(4)
i=1Nωsi=1
N is the number of ground stations around s0, and Z(si) is the meteorologic observation at station si associated with weight wsi. This method attempts to determine weights, wsi, in order to minimize the Kriging error σr2, which is defined as follows:
(5)
σr2=Var(Z¯s0-Zs0)=σ2+i=1Nj=1NωsiωsjC¯sij-2i=1NωsiC¯si0,
where σ2 is the covariance of the random variable Z(s0) with itself and we assume that all of our random variables have the same variance. sij is the covariance between two observed meteorologic samples at locations si and sj. The corresponding problem can be represented as follows:
(6)
Minimize σ2+i=1Nj=1NωsiωsjC¯sij-2i=1NωsiC¯si0Subject toi=1Nωsi=1
Solving the optimization problem (7) results in Kriging system:
(7)
[C¯s10C¯s20C¯sN01]=[C¯s11C¯s12C¯s1N1C¯s21C¯s22C¯s2N1C¯sN1C¯sN2C¯sNN11110]·[ωs1ωs2ωsNλ]
where λ is the Lagrange multiplier for error minimization.
The covariances are retrieved from a variogram model, which represents the spatial correlation of the target variable as follows:
(8)
C¯sij=σ2-γ(h)
where h is the distance between stations si and sj, and the model γ(h) is constructed from scatter experimental point sets. These points are defined by calculating the semivariance and distance between all possible pairs of values in the region of interest. Several models can be used to fit these points, such as Gaussian, Spherical, and Exponential [20,21]. Then, the best-suited one is selected by comparing the mean square error between the variogram model and experimental data. The construction of the variogram model used in this work is explained in the next section.
Based on the variogram model, the interpolation error at location s0 can be calculated in terms of the standard deviation as follows:
(9)
E¯(s0)=i=1Nωsiγ(hi0)
where hi0 is the distance between locations si and s0.

2.3.2 Elevation correction for temperature

It was shown in [22] that temperature decreases with altitude at approximately 6.5°C per km. A normalization process must be applied to the GR TEMP to compensate for the altitude affects before interpolation. In this work, a constant coefficient obtained from the relationship between temperature and elevation was applied to transform the GR TEMP to a zero-level elevation temperature (equivalent temperature at sea level) as follows:
(10)
T0=TGR-0.0065×ALTGR
where TGR is the observed ground station temperature and ALTGR is the station altitude in meters.

2.3.3 ASTER DEM calibration

All of the DEM of Vietnam is clipped from ASTER-DEM dataset. In order to incorporate ASTER-DEM as the ancillary data for the spatial meteorologic data interpolation, a calibration process must be applied to the ASTER-DEM data using ground truth. In this research, ground station altitude (GRA) is used as the ground truth for ASTER-DEM calibration in the region of Vietnam. Experimental results show that the correlation (R2) between GRA and ASTER DEM is about 0.59.

2.3.4 Ten-fold cross validation

Cross validation is used to assess and choose the best interpolation methods, including the results from OrK, UnK, and UnK+DEM. A study of cross validation indicates that for real word datasets, the best method to use for model selection is ten-fold cross validation, even if computation power allows using more folds. The advantage of this method is that all observations are used for both training and validation, and each observation is used for validation exactly once [23].
In this research, the interpolated meteorologic data are applied to ten-fold cross validation, in which, 98 ground stations are randomly partitioned into ten subsets equally. A single subset is retained as the validation data for testing, and the nine remaining others are used as interpolation data. The cross-validation process is then repeated 10 times, with each of the ten subsets used exactly once as the validation data. The 10 results from the folds are then averaged to produce a final estimation. The relative precision of the three models was then compared in terms of mean error (ME) and mean square error (MSE).

3. Results and Discussions

3.1 Spatial Correlation and Variogram Modeling

The spatial correlation of the regionalized variable helps to build the variogram needed for Kriging interpolation, as stated in the previous section. In this section, we demonstrate the experimental results of the spatial correlation for temperature and humidity observed at 98 ground stations.
With each type of meteorologic data, the correlation coefficient (R2) and distance (D) was estimated between each pair of observed data. In particular, 98 ground stations have 98×97 pairs of two distinguishable stations si and sj. The correlation coefficient and the distance between si and sj can be estimated from 10-year of meteorologic data and stations spatial information. A pair of stations (si, sj) is featured by correlation Rij2 and distance Dij. For representing the spatial correlation between all pairs of ground stations meteorologic datasets, we plotted these calculated datasets on a spatial correlation graph with Dij on the X-axis and Rij2 on the Y-axis. For visualization, the average of Rij2 is taken at every quantized distance value with quantization parameter d = 50 km. This averaged and quantized data is plotted on the average spatial correlation graph.
Fig. 3 depicts the spatial correlation graph (upper) and average correlation graph (lower) of the temperatures measured at 98 meteorologic ground stations in Vietnam. It can be seen that the spatial correlation of the temperature variable slowly decreases when distance increases. High correlations (higher than 0.4) of temperature between two stations 700 km apart were still observed. Fig. 4 depicts the same humidity graphs. We can see that spatial correlation of humidity decreases faster than that of temperature when distance increases. High correlations of humidity between two stations 200 km apart were also observed.
From Figs. 3 and 4, we can observe a significant difference in the spatial correlation between temperature and humidity variables. Therefore, the number of neighbor ground stations N, as stated in (3) and (4), for each meteorologic variable is not the same. We once again plotted the spatial correlation of each meteorologic variable with respect to the number of neighboring ground stations.
Fig. 5 depicts the spatial correlation graph (upper) and average correlation graph (lower) with respect to the number of neighboring ground stations. It can be seen that the spatial correlation of temperature variable decrease slowly when the number of neighbors increases. High correlations (higher than 0.7) are observed when the number of neighbors is less than 10. Therefore, we use NT =10 for the number of neighboring ground stations when interpolating the temperature variable. Fig. 6 depicts the humidity graphs. High correlations (higher than 0.6) are observed when the number of neighbors is less than 5. Therefore, we use NH =5 for the number of neighboring ground stations when interpolating the humidity variable.
As stated in the previous section, covariance sij can be retrieved from a variogram model in (8), which is constructed from scatter experimental point sets. These points are calculated from the semivariance and distance between all possible pairs of ground stations in the period time of interest. In this work, one month before observation day is used for obtaining z value. Several models, such as Gaussian, Spherical, and Exponential, which fit these points were used. We observed from the experimental results that the Spherical model is the best fit in terms of comparing the mean square error between the variogram model and experimental data. The spherical model is explained as follows:
(11)
γ^(h)={c0+c1[32ha0-12(ha0)3],ha0c0+c1,h>a0
where c0 is the nugget, c0 + c1 is sill, and a0 is the practical range, as visualized in Fig. 7.
Fig. 8 depicts an example of Spherical model fitted to one month of temperature data before March 16, 2012. The upper graph shows the point sets and the lower graph shows the Spherical model fitted to the average value of point sets at every 10 km distance. We can see that the practical range of temperature is about 590 km. Fig. 9 depicts the same information as in Fig. 8 of the Spherical model fitted to one month’s worth of humidity data before February 20, 2012. We can see that the practical range of humidity is about 282 km.
In order to apply the Kriging interpolation to meteorologic variables observed from 98 ground stations at any given day, one month’s worth of meteorologic data before that day was used to construct Spherical model. Finally, the covariance matrix was calculated by using Eq. (8).

3.2 Ten-fold Cross-Verification Results

In order to evaluate the effectiveness of the interpolation methods, we used the root mean square error (RMSE), which is defined as follows:
(12)
RMSE=1T·t=1T(sqrt(1M·i=1M(Zsi-Z¯si)2))
and mean percentage error (MPE), which is defined as follows:
(13)
MPE=1T·t=1T(1M·i=1M|Zsi-Z¯si|Zsi·100%)
where M is the number of testing stations T is the number of tests in a ten-fold estimation; Zsi and si are the observed meteorologic variables and its interpolated value, respectively.
Table 1 shows the validation results of temperature interpolation. It can be seen from the table that the interpolation errors of OrK are almost the same as those of UnK methods. UnK errors are the smallest with RMSE at 2.026°K and with MPE they are 0.509%. Table 2 shows the validation results of relative humidity interpolation. Here, ASTER DEM is not used in interpolation. It can also be seen from this table that the interpolation errors of UnK are slightly lower than those of OrK.

3.3 Interpolation Results

Figs. 10 and 11 depict the interpolated temperature field 0.1°×0.1° and its interpolation error map on November 23, 2013 using UnK+DEM. The temperature gradually increases from the North to the South of Vietnam, which reflects the latitude temperature affects. It can be seen from Fig. 10 that the effects of altitude on mountainous regions (Northwest and Central Highlands) are different from those on the delta regions (Red River Delta and Mekong River Delta). Sudden changes in temperature are found in mountainous regions and smooth temperature gradients are found in delta regions. Fig. 11 shows the interpolation error map in terms of the standard deviation defined in (9). This figure reveals the interpolation error spatially. A minimal amount of interpolation errors were observed at and nearby ground station regions (white spots) and they increase as the distance to the nearest ground station increases (black regions).
Figs. 12 and 13 depict the interpolated relative humidity field 0.1°×0.1° and its interpolation error map on November 23, 2013 using UnK. In Fig. 12, the spreading of high values of humidity from the Northeast down to the midland region may be because of a monsoon at that time. Fig. 13 reveals the interpolation error spatially in terms of standard derivation defined in (9).

4. Conclusion

This paper contributes to the literature on interpolation algorithms and meteorologic data processing by developing a Kriging model for interpolating meteorologic variables in Vietnam. Temperature and relative humidity data from ground stations in Vietnam were spatially interpolated using Kriging techniques. Three different types of Kriging methods, including OrK, UnK, and UnK+DEM, were used for interpolation. The ten-fold verification results show that UnK+DEM is the best model as it has the smallest error for temperature interpolation, whereas OrK and UnK are the almost the same accuracy for both temperature and relative humidity.

Acknowledgement

This research was possible due to the funds received from the “Integration of WebGIS and multi-date and multi resolution satellite image processing technologies for forest fire monitoring in Vietnam, QGTD.12.25” project and from the “Forest fire information system, QGTD.13.26” project from Vietnam National University, Hanoi.

Biography

He received the B.S. in Computer Science from University of Engineering and Technology, Vietnam National University (UET, VNU), Hanoi, Vietnam in 2013. During 2013-2014, he studied first year of master program at UET, VNU and did research at Human Machine Interaction Laboratory, UET-VNU. Now, He is studying second year of master at Japan Advanced Institute of Science and Technology. His research interests include Computer Vision, Satellite Image Processing and Video Coding.
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Biography

He received the B.S. degree in Computer Science from University of Engineering and Technology (UET), VNU in 2013. After graduation, he works in Human-Machine Interaction Lab on a project about ‘Human gestures recognition. And now he is undertaking a master course as a member of the Multidisciplinary Integrated Technologies Center For Field Monitoring at UET-VNU. His research interests include Human Gestures Recognition and Satellite Imagery Processing for Early Warning in Forest Fire.
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Biography

He received the B.S. degree in Computer Science from University of Engineering and Technology, Vietnam National University, Hanoi (UET–VNU) in 2014. At the moment, he is enrolling a Master course as a member of Field Monitoring Center at UET–VNUHN. His current research interests consist of Satellite Image Processing, Meteorologic Data Interpolation.
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Biography

Bui Quang Hung received his B.Sc. from Vietnam National University in 2001. He received M.E. and Ph.D. from Division of Systems Science and Applied Informatics, Graduate School of Engineering Science, Osaka University in 2005 and 2008, respectively. Currently he is Director of the Multidisciplinary Integrated Technologies Center for Field Monitoring, Vietnam National University of Engineering and Technology. His research interests are Spatial Databases, Spatial Data Infrastructure, Spatial Data Mining and Geographical Information Systems.
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Biography

Thi Nhat Thanh Nguyen http://orcid.org/0000-0002-7253-3813
She received B.S. and M.S. degrees in Information Technology from the College of Technology, Vietnam National University, Hanoi in 2005. She received a Ph.D. at University of Ferrara, Italy in 2012. Her research interests are in Satellite Image Processing, Air Pollution, and Satellite Aerosol. She is now a lecturer and researcher in University of Engineering and Technology, Vietnam National University.
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Biography

He received a Ph.D. degree in silviculture and forest fire management in 1991 at the Voronhezo Forestry University in the Republic of the Russian Federation. He has been a professor at Forestry University of Vietnam since 2012. His research interests are in the area of forest hydro-meteorology, forest fire management, environmental protection and disaster prevention. They include topics such as measures to use of forests to mitigate flooding and water resource stability, valuation of environmental services of forests, forest fire risk prediction, forest fire prevention, forest resources monitoring.
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Biography

Ha Le Thanh received B.S. and M.S. degrees in Information Technology from the College of Technology, Vietnam National University, Hanoi in 2005. He received a Ph.D. at the Department of Electronics Engineering at Korea University. In 2010, he joined the Faculty of Information Technology, University of Engineering and Technology, Vietnam National University, Hanoi as a lecturer and researcher. His research interests are multimedia processing, coding satellite image processing and computer vision. He is now doing research on forest fire using remote sensing approach as well as high efficient and multiview video coding.
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Fig. 1
Weather stations map in Vietnam.
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Fig. 2
Visualization of trend function on January 10, 2012. (a) Temperature trend function, (b) the variation of temperatures according to the latitude.
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Fig. 3
Spatial correlation of temperature respect to distance.
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Fig. 4
Spatial correlation of humidity respect to distance.
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Fig. 5
Spatial correlation of temperature respect to number neighbor ground stations.
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Fig. 6
Spatial correlation of humidity respect to number of neighbor ground stations.
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Fig. 7
Visualization of Spherical model.
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Fig. 8
An example of Spherical model fitted to one month temperature data before March 16, 2012.
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Fig. 9
An example of Spherical model fitted to one month humidity data before February 20, 2012.
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Fig. 10
Interpolated temperature field in Vietnam, November 23, 2013.
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Fig. 11
Interpolation error map in Vietnam, November 23, 2013.
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Fig. 12
Interpolated relative humidity field in Vietnam, November 23, 2013.
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Fig. 13
Interpolation relative humidity error map in Vietnam, November 23, 2013.
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Table 1
Temperature models validation results
Model RMSE (°K) MPE (%)
OrK 2.195 0.522
UnK 2.192 0.523
UnK+DEM 2.026 0.509

OrK = Ordinary Kriging, UnK = Universal Kriging, DEM = Digital Elevation Model, RMSE = root mean square error, MPE = mean percentage error.

Table 2
Relative humidity models validation results
Model RMSE (%) MPE (%)
OrK 7.155 8.434
UnK 7.119 8.398

OrK=Ordinary Kriging, UnK=Universal Kriging, RMSE = root mean square error, MPE = mean percentage error.