Abstract
This study reports a drought analysis which was carried out using the Standardized Precipitation and Evapotranspiration Index (SPEI) to determine the spatial and temporal level of drought risk in Java, Indonesia. Apart from using the SPEI, this study also used the SPI (Standardized Precipitation Index) as a comparison in detecting drought and also validated with historical drought occurrences. Temporal variations of SPI and SPEI values were discussed by considering different timescales (monthly to yearly). Pearson's correlations between both drought indices were calculated to see how similar both indices were. Also, the Kolmogorov–Smirnov tests were used for the similarity test of two kinds of distributions. The results obtained from this analysis showed that the correlation coefficient between the SPI and SPEI models was relatively high on a monthly scale and consistently increased along with the increase of temporal scales but had a decreasing trend during the dry season. However, the SPI detected drought severity with an excessively high estimate in comparison with the SPEI. Greater spatial extents of drought estimation were also generated by SPI followed by SPEI in comparison to factual drought occurrences. As a consequence, SPEI becomes more moderate and SPI as a conservative approach for estimating drought events.
HIGHLIGHTS
The drought severity generated by SPI is revealed to be systematically higher than SPEI for most of the given month period.
In detecting drought, SPI is very conservative, while SPEI is moderate.
The correlation between SPI and SPEI will be stronger if the timescale used is longer.
Rainfall is the main cause of the drought, but the existence of evapotranspiration becomes important for a longer timescale.
Graphical Abstract
INTRODUCTION
Drought is a natural phenomenon that occurs as a result of a high rainfall deficit (Wang & Asefa 2019). This later influences the agricultural sector in Indonesia directly. It was reported by Indonesian Statistics (BPS) that the potential financial loss due to drought in agriculture is estimated at three trillion rupiahs per year (BPS 2019). Additionally, beside having a direct impact on decreasing food productivity, drought can also have indirect environmental impacts, such as forest fires (Holden et al. 2019).
According to data from the Ministry of Environment and Forestry, the total number of forest fires in 2019 reached 1,649,258 hectares, a significant increase from the total of forest fires in 2018 of 529,266 hectares. In September 2019, it was reported by the National Disaster Management Agency (BNPB) that more than 900,000 people experienced respiratory problems due to smoke resulting from forest fires (World Bank 2019). Meanwhile, throughout 2019, Indonesia's total losses due to forest and land fires reached US$ 5.2 million (Rp. 72.95 trillion), which was equivalent to 0.5% of Indonesia's Gross Domestic Product (GDP) (World Bank 2019). Next, based on water availability data in 2019 compiled by the Research and Development Center for Water Resources of the Ministry of Public Works and Public Housing (PUPR), the availability rate of water for one person in Java Island is 1,169 m3/year and will continue to decline until 2040 when the availability rate of water for one person is limited to 476 m3/year, which is categorized as severe scarcity. Having the potential to cause severe impacts, drought has become a disaster that has received serious attention at both national and international levels, since it greatly affects people's activities in various sectors of life (Stampfli et al. 2018).
Drought that occurs slowly (called slow on-set drought) may have a severe long-term impact on various sectors of human life that needs to be anticipated. Therefore, mitigation efforts are needed to reduce any potential impacts of drought (Gebremeskel et al. 2019). One of the non-structural mitigation strategies that can be conducted is implementing early detection systems to monitor drought by creating a disaster risk distribution map. Disaster risk mapping is a starting point for raising public awareness, informing policymakers or authorities to encourage disaster management (Blauhut 2020).
In an early detection system, understanding the characteristics of drought is imperative. By identifying and representing drought characteristics and indicators, a drought index or a combination of drought indices is usually used (Blauhut 2020). A drought index consists of several drought indicators that can explain quantitatively the intensity, duration, and severity of drought (Wang & Asefa 2019). Drought events can be analysed because several drought indices have been developed to detect and monitor drought events (Wang et al. 2019). Two drought indices that are often used for drought analysis are the Standardized Precipitation Index (SPI) and the Standardized Precipitation and Evapotranspiration Index (SPEI).
SPI is a drought index that has been standardized to measure rainfall anomalies and is the main indicator of drought recommended by the World Meteorological Organization (Stagge et al. 2015). The precipitation data used in this research is obtained from Global Precipitation, which has the advantage of providing precipitation data for a long time period from 1979 to 2020. The data are available almost in real-time for a whole continent so that the quality of the data is confirmed to be very good, in terms of both spatial and temporal coverages. The study location focuses on Java Island because according to the data compiled by the meteorological, climatological, and geophysical agency (BMKG), Java Island has been the island with the highest frequency of being hit by drought compared with the other islands in Indonesia for 30 years from 1979 to 2009 and is still prone to experiencing drought until now.
Beside that, the utilization of SPI and SPEI as the drought indices in this study is because these two indices are most often used, especially SPI as the main parameter in monitoring drought in Indonesia by the BMKG. The use of SPI as a comparison index is due to the existence of the same parameter as SPEI in analysing drought, namely precipitation. Additionally, apart from SPI and SPEI, there are various types of drought indices that are developed to suit the conditions of certain areas. One of them is the Hurst index, which is developed to determine annual and seasonal trends with hydrological and climatic variables in streamflow (Shahid & Rahman 2020).
The paper is divided into four sections, namely Introduction, Methods, Results and discussion, and Conclusions. The first section describes the introduction of why this study is essential to conduct, the study location, and data available. Then, the methods of SPEI and SPI approaches as well as drought classification are explained in the section ‘Methods’. Some research findings, such as behaviours of SPI and SPEI methods, for detecting droughts in terms of temporal and spatial characteristics are discussed in the section ‘Results and discussion’. Finally, in the section ‘Conclusions’, the conclusion gives a brief summary of the findings and their implications.
Study location
The study location was Java Island, which is situated between 113°48′10″ to 113°48′26″ East Longitude and 7°50′10″ to 7°56′41″ South Latitude as shown in Figure 1. Java Island has a total area of 138,793 km2 with a length from east to west of 1,033 km, and within its central position, it has a width of about 104 km, while in the western part, the width is about 98 km and the eastern part is about 107 km. Administratively, Java Island consists of six provinces: four provinces include Banten with the provincial capital of Serang, West Java with the provincial capital of Bandung, Central Java with the provincial capital of Semarang, and East Java with the provincial capital of Surabaya; two special areas at the provincial level, namely Jakarta and Yogyakarta. Furthermore, Banten province consists of six districts/cities, Jakarta province consists of five municipalities, West Java province consists of 25 districts/cities, Central Java province consists of 35 districts/cities, Yogyakarta province consists of five districts/cities, and East Java province consists of 38 districts/cities.
Java Island has an annual average temperature of 22°–29 °C, and usually during the day and the dry season, the temperature in the coastal area can reach up to 34 °C, while the average humidity is around 75%. Meanwhile, the annual rainfall ranges from 1,773 to 3,710 mm. Based on the distribution of average monthly rainfall, Java Island has a monsoon type that makes it experience only two seasons, namely the dry season that occurs from April to September (dry months) and the rainy season that occurs from October to March (wet months).
Drought historical data
To anticipate the occurrence of drought, future projections could be carried out to determine the recurring drought period by utilizing historical data. Drought historical data are recorded data from reports of previous droughts that have occurred in a certain time period. Drought historical data of Java were obtained through the Indonesian Disaster Information Data (DIBI) recorded by the National Disaster Management Agency (BNPB), and the available data taken were from 2003 to 2019. These data contained coordinates of the location, name of the district/city and province, number of victims (injured, died, evacuated, and missing), material losses, and a description of the events that were recorded directly at the disaster site. Drought historical data would be used for validation coupled with the results of the SPI and SPEI analyses to identify a correlation between the two. As for the total data on drought events in Java Island, it is illustrated by Figure 2.
Precipitation data
In this research, precipitation data were obtained from Global Daily Precipitation (CPC-Global). CPC-Global was developed by the National Oceanic and Atmospheric Administration (NOAA), which is the first product of the CPC Unified Precipitation Project (Sun et al. 2018). This project is devoted to creating an integrated set of precipitation products that have consistent quantity and improved quality using the optimal interpolation objective analysis technique by combining all available sources of information in the CPC-Global (Sun et al. 2018). CPC-Global has been constructed over the global land areas, with the gauge reports from over 30,000 stations collected from multiple sources, including GTS (Global Telecommunication System), COOP (Cooperative Observer Network), and other national meteorological agencies (Sun et al. 2018).
The use of precipitation data from CPC-Global has been widely used for various types of research, especially for predicting hydrological variability and water balance. CPC-Global is used to simulate river flow variability on daily and monthly timescales in the watershed (Shawul & Chakma 2020), a simulation to estimate the effective hydrological processes in the watershed (Pang et al. 2020). Even CPC-Global is recommended as precipitation data for use in extreme drought analysis, future climate analysis, and hydrological modelling (Pang et al. 2020) and can be useful as a source of precipitation data for hydrological modelling in the tropical regions, where precipitation data are scarce (Shawul & Chakma 2020).
Furthermore, CPC-Global is able to provide daily precipitation data, while in drought analysis, the timescale used is monthly. Therefore, the daily precipitation data would be accumulated into monthly data. To analyse drought based on SPEI, the form of data used is usually that which comprises more than 40 years, and the data from CPC-Global have fulfilled the requirement in this regard. In contrast to data from satellites such as Tropical Rainfall Measuring Mission (TRMM) (Jati et al. 2019; Umiati et al. 2019) which only provides data for about 20 years, the quality of Global Precipitation data is said to be better and more reliable. Moreover, the data from CPC-Global have a grid resolution of 0.5° × 0.5°. Since the grid size for precipitation is different from the evaporation grid size (0.25° × 0.25°), the precipitation grid size was converted into the evaporation grid size first. The following illustration is the image for the precipitation and evaporation data grids (Figure 3).
Evaporation data
Apart from precipitation, evaporation is an integral component that is used to detect changes in the hydrological cycle and estimate the impact of climate change on water resources (Ghorbani et al. 2018). In this research, the evaporation data were obtained from GLEAM (Global Land-surface Evaporation: the Amsterdam Methodology). GLEAM data sets have already been comprehensively validated against an extensive set of in situ observations. A global validation using a large database of in situ measurements of evaporation had been conducted from 91 eddy covariance towers (FLUXNET observations). Moreover, soil moisture measurements from 2,325 in situ sensors from the database of the International Soil Moisture Network (ISMN) had been taken for further validation.
The GLEAM data sets have also been evaluated over continental Australia (south of Java Island), where they generally perform better (Martens et al. 2016, 2017). Especially, GLEAM data have been applied in several regions/countries such as in Africa (Peng et al. 2020) and Australia (Martens et al. 2016), which are used for multiple hydro-meteorological applications such as to anticipate the availability of water and food due to drought (Peng et al. 2020) and for modelling the land water availability on terrestrial evaporation fields (Martens et al. 2016). Hence, the evaporation data sets derived from the GLEAM are reasonably used for further analysis in this study.
GLEAM continues to improve its performance in providing data both temporally and spatially; even now there is GLEAM version 3 available. GLEAM v3.3a is a global dataset of land-surface evaporation and root zone soil moisture. The dataset is generated using the Priestley–Taylor equation based on reanalysis surface radiation (ERA-5) and near-surface air temperature (ERA-5), a combination of gauge-based, reanalysis, and satellite-based precipitation (MSWEP v2.2) and satellite-based vegetation optical depth (land parameter retrieval model – LPRM) (Martens et al. 2017). GLEAM 3.3a data were selected for this study because this model provided the most complete dataset in terms of spatial extents (0.25° × 0.25°) and continuous temporal coverages (daily) for 39 years (1980–2018). And it provided daily evaporation data, while in a drought analysis, the timescale used is monthly. Therefore, the daily evaporation data would need to be accumulated first into monthly data.
METHODS
SPI development
SPI is a drought index developed by McKee et al. (1993) and is one of the most frequently used indices in drought analysis. SPI is considered to be the simplest index to analyse because it only uses one indicator of drought, namely precipitation, and has a small amount of data in the calculation (Shamshirband et al. 2020). Drought analysis with SPI is completed by adding up the rainfall during k months, then the accumulated rainfall is standardized into a parametric statistical distribution, of which probabilities are converted to the standard normal distribution (McKee et al. 1993; Stagge et al. 2015). By then, the SPI value can be interpreted statistically, which represents the number of standard deviations from the spatial and temporal accumulated rainfall of the year (Stagge et al. 2015).
SPEI development
Different from the SPI analysis, the SPEI analysis is based on the accumulation for k months and employs the value of the reduction of rainfall with potential evapotranspiration (PET) (Stagge et al. 2015). After the accumulation of rainfall minus evapotranspiration is converted into probability, it is then converted into a standard normal distribution to determine the final drought index value. Furthermore, the probability distribution for SPEI requires a location parameter because the climate water balance is not limited by a zero value and can still be analysed, even though the value is negative when the PET value is greater than rainfall. The distributions for SPEI include normal, general logistics, generalized extreme value (GEV), and Pearson Type III distribution (Stagge et al. 2015). Stagge et al. (2015) suggest to use the GEV distribution when calculating the SPEI after doing some statistical testing such as KS, AD, and Shapiro–Wilk. The suggestion is given because the percentage of rejection of the GEV distribution is the lowest compared with other distributions from the results of these tests so that the GEV distribution becomes the most suitable distribution model, especially for uncertain climatic conditions.
Drought classification
The drought index is the main variable for assessing the effects of drought and for determining variations in drought characteristics such as duration, intensity, and severity. In this study, the drought analysis will be calculated on a different scale from 1 to 12 months. Based on SPEI calculations as suggested in McKee et al. (1993), drought can be classified into seven categories as listed in Table 1.
SPEI value . | Condition . | Class . |
---|---|---|
≥2 | Extremely wet | 1 |
1.5 s/d 1.99 | Wet | 2 |
1.00 s/d 1.49 | Moderately wet | 3 |
0.99 s/d −0.99 | Normal | 4 |
−1.00 s/d −1.49 | Moderately dry | 5 |
−1.50 s/d −1.99 | Dry | 6 |
≤− 2 | Extremely dry | 7 |
SPEI value . | Condition . | Class . |
---|---|---|
≥2 | Extremely wet | 1 |
1.5 s/d 1.99 | Wet | 2 |
1.00 s/d 1.49 | Moderately wet | 3 |
0.99 s/d −0.99 | Normal | 4 |
−1.00 s/d −1.49 | Moderately dry | 5 |
−1.50 s/d −1.99 | Dry | 6 |
≤− 2 | Extremely dry | 7 |
SPEI is a standardized variable, and it can be compared with other SPEI values over time and space. Drought occurs when the SPEI value is consistently negative and reaches drought intensity with an SPEI value of −1 or less, and the drought will end if the SPEI value becomes positive. Drought can also be classified based on the frequency of occurrence according to WMO (2012), drought is divided into four categories as listed in Table 2.
Drought category . | SPEI value . | Number of times in 100 years . | Severity of event . |
---|---|---|---|
Moderate dryness | −1 s/d −1.49 | 10 | 1 in 10 years |
Severe dryness | −1.5 s/d −1.99 | 5 | 1 in 20 years |
Extreme dryness | ≤− 2 | 2.5 | 1 in 50 years |
Drought category . | SPEI value . | Number of times in 100 years . | Severity of event . |
---|---|---|---|
Moderate dryness | −1 s/d −1.49 | 10 | 1 in 10 years |
Severe dryness | −1.5 s/d −1.99 | 5 | 1 in 20 years |
Extreme dryness | ≤− 2 | 2.5 | 1 in 50 years |
RESULTS AND DISCUSSION
The goodness of fit statistics
To prove that the distribution recommended by Stagge et al. (2015) is valid and fits with the spatial conditions of Java Island, it is necessary to evaluate the suitability of the distribution known as the goodness of fit (GOF) statistics. The GOF is conducted to test the fit between the observed results (empirical distribution) and the expected results (theoretical distribution). The main purpose of the GOF is to find out whether the resulting data most likely come from a null distribution. The null distribution is when the tested null hypothesis is true on the statistical test probability distribution. The null hypothesis used in this case states that the theoretical distribution (namely data from the model: gamma distribution for SPI and GEV distribution for SPEI) and the empirical distribution (observational data) come from the same population, then the significance rate used is 95%. The GOF to be evaluated uses three different parameters, namely the KS test, the AD test, and the Cramér–von Mises (CVM) statistical test.
The KS, AD, and the CVM tests are non-parametric suitability tests for two independent samples that are often used to determine whether the null hypothesis is rejected or accepted. The KS test is widely used in statistical testing for two distribution equations because the procedure is relatively simple. This test measures the distance between the two distributions, defined as the difference in the maximum value (the cumulative distribution function minus the empirical distribution function) that may occur (Wijekularathna et al. 2019). The greater Kolmogorov distance will decrease the p-value, and the null hypothesis (H0) is rejected. Hence, the higher p-value indicates that the covariate distributions of the two matched samples are not statistically different from each other.
Meanwhile, the AD test is a non-parametric statistical procedure that arises from a general distribution function and is not determined by the empirical distribution function (Wijekularathna et al. 2019). The hypothesis of this test is that the population of two or more data classes drawn is identical. Each class must be an independent random sample from a population. Basically, the statistical test is carried out by a double sum of integrated squared differences between the empirical distribution functions of the collected sample and the individual samples (Wijekularathna et al. 2019).
Then, the CVM test can be measured by the square of the difference between the empirical distribution and the hypothetical cumulative density function (Wijekularathna et al. 2019). CVM statistics use half-point correction, taking into account all ordered data points. The distribution of F under H0 is uniform at (0,1), thus simplifying the calculation. This test takes the dataset as its argument and returns the p-value so that H0 will be rejected if the p-value is <0.05.
This study investigates time-series datasets (SPI and SPEI) from grid points over Java with different timescales (1–12 months) whether the observation datasets are able to be modelled reasonably by gamma and GEV distributions, respectively. In addition, the datasets are also classified into 12 different months (January–December) separately. Tables 3 and 4 present the number of the grid points (in %) statistically accepted for different timescales and months. In the grid points, the data generated from the theoretical distribution match the empirical distribution data.
. | Jan . | Feb . | Mar . | Apr . | May . | Jun . | Jul . | Aug . | Sep . | Oct . | Nov . | Dec . | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
t1 | KS | 96.62 | 99.25 | 96.99 | 96.24 | 95.86 | 98.87 | 98.12 | 98.50 | 99.25 | 96.62 | 94.74 | 98.50 |
AD | 96.24 | 98.50 | 96.99 | 95.86 | 96.24 | 98.50 | 98.12 | 98.87 | 98.50 | 98.87 | 95.86 | 98.87 | |
CVM | 96.62 | 98.50 | 95.86 | 93.23 | 96.24 | 98.87 | 96.99 | 97.37 | 98.87 | 96.62 | 94.36 | 98.50 | |
t2 | KS | 97.74 | 97.74 | 97.37 | 98.85 | 96.99 | 98.87 | 99.25 | 98.87 | 98.50 | 95.86 | 94.36 | 96.24 |
AD | 98.50 | 98.87 | 97.74 | 98.09 | 97.37 | 99.25 | 99.25 | 99.25 | 98.87 | 96.24 | 94.74 | 95.49 | |
CVM | 97.74 | 98.12 | 98.12 | 97.71 | 96.62 | 98.87 | 98.50 | 98.12 | 98.87 | 95.11 | 93.98 | 95.11 | |
t3 | KS | 98.50 | 96.99 | 97.74 | 98.87 | 98.12 | 98.87 | 98.50 | 98.87 | 97.74 | 98.50 | 97.37 | 98.12 |
AD | 98.87 | 98.50 | 98.50 | 98.50 | 98.50 | 97.74 | 99.25 | 99.25 | 99.62 | 98.87 | 98.12 | 98.87 | |
CVM | 97.74 | 97.37 | 98.12 | 98.12 | 98.12 | 97.37 | 99.25 | 99.25 | 98.87 | 98.50 | 97.74 | 96.99 | |
t4 | KS | 97.74 | 98.50 | 97.74 | 98.50 | 97.74 | 98.50 | 98.87 | 98.50 | 99.25 | 97.37 | 96.24 | 97.74 |
AD | 97.74 | 98.50 | 98.87 | 98.50 | 98.87 | 98.12 | 98.12 | 98.87 | 99.25 | 97.37 | 96.99 | 98.12 | |
CVM | 96.62 | 98.50 | 98.50 | 97.37 | 98.12 | 98.50 | 97.74 | 98.50 | 99.25 | 96.99 | 96.99 | 96.62 | |
t5 | KS | 96.99 | 97.37 | 98.50 | 98.50 | 99.25 | 98.50 | 97.37 | 99.62 | 99.62 | 99.25 | 96.24 | 97.74 |
AD | 98.12 | 98.50 | 99.25 | 98.87 | 98.87 | 98.87 | 98.87 | 99.25 | 99.62 | 98.87 | 98.12 | 98.12 | |
CVM | 96.99 | 97.37 | 98.87 | 98.50 | 98.50 | 98.87 | 97.37 | 99.25 | 99.62 | 99.25 | 98.50 | 98.12 | |
t6 | KS | 98.85 | 98.87 | 98.50 | 98.12 | 97.74 | 98.87 | 98.50 | 98.87 | 99.25 | 98.87 | 97.37 | 97.74 |
AD | 99.24 | 98.50 | 98.50 | 98.50 | 98.87 | 99.25 | 99.25 | 99.62 | 99.62 | 98.50 | 97.37 | 98.87 | |
CVM | 99.24 | 98.12 | 98.12 | 97.74 | 98.50 | 99.25 | 98.50 | 99.62 | 99.25 | 98.50 | 97.74 | 97.74 | |
t7 | KS | 98.87 | 98.87 | 99.62 | 98.50 | 98.50 | 98.50 | 97.74 | 97.74 | 98.12 | 98.50 | 99.62 | 98.50 |
AD | 98.87 | 99.25 | 99.62 | 98.50 | 98.50 | 98.50 | 98.50 | 98.12 | 98.87 | 99.62 | 99.62 | 99.25 | |
CVM | 98.50 | 98.87 | 98.87 | 98.12 | 98.50 | 98.87 | 97.37 | 98.50 | 98.50 | 98.87 | 98.87 | 97.74 | |
t8 | KS | 99.25 | 98.87 | 99.25 | 98.87 | 97.37 | 98.50 | 98.87 | 98.50 | 98.50 | 98.50 | 98.50 | 96.99 |
AD | 99.25 | 99.25 | 98.12 | 99.25 | 98.12 | 99.25 | 98.87 | 98.50 | 99.25 | 99.25 | 96.99 | 98.12 | |
CVM | 98.50 | 99.25 | 98.12 | 99.25 | 97.74 | 98.87 | 98.50 | 98.12 | 98.50 | 98.50 | 97.37 | 97.74 | |
t9 | KS | 97.74 | 97.37 | 99.62 | 98.50 | 98.87 | 98.12 | 99.25 | 98.47 | 98.50 | 98.12 | 99.25 | 97.74 |
AD | 98.50 | 98.12 | 99.62 | 98.87 | 99.25 | 98.50 | 99.62 | 99.62 | 98.12 | 98.87 | 98.50 | 98.50 | |
CVM | 98.12 | 97.74 | 98.87 | 98.87 | 99.25 | 98.50 | 99.25 | 99.62 | 98.50 | 98.12 | 98.12 | 98.12 | |
t10 | KS | 98.50 | 98.50 | 98.50 | 99.25 | 98.87 | 98.12 | 98.87 | 97.37 | 98.12 | 99.25 | 98.50 | 97.71 |
AD | 99.62 | 99.25 | 98.50 | 98.87 | 99.25 | 98.50 | 99.25 | 98.50 | 98.87 | 99.25 | 98.50 | 98.85 | |
CVM | 98.50 | 98.50 | 98.50 | 98.87 | 99.25 | 98.12 | 98.87 | 98.12 | 98.50 | 98.12 | 98.50 | 98.85 | |
t11 | KS | 98.87 | 98.87 | 98.87 | 97.74 | 99.25 | 98.50 | 97.37 | 98.50 | 97.74 | 98.87 | 96.99 | 99.62 |
AD | 99.62 | 98.50 | 98.87 | 98.50 | 99.25 | 98.87 | 98.50 | 98.12 | 99.25 | 98.50 | 98.50 | 99.62 | |
CVM | 98.50 | 98.50 | 97.74 | 98.87 | 98.50 | 98.12 | 97.74 | 98.12 | 99.25 | 97.74 | 99.25 | 98.87 | |
t12 | KS | 98.12 | 98.50 | 98.87 | 98.50 | 99.25 | 98.87 | 98.87 | 98.50 | 98.87 | 99.25 | 98.87 | 98.12 |
AD | 98.87 | 99.25 | 99.25 | 98.87 | 99.25 | 98.50 | 99.25 | 99.62 | 99.62 | 98.87 | 98.87 | 99.25 | |
CVM | 98.87 | 98.50 | 97.74 | 98.87 | 99.25 | 98.12 | 98.87 | 98.50 | 98.12 | 99.25 | 99.25 | 98.87 |
. | Jan . | Feb . | Mar . | Apr . | May . | Jun . | Jul . | Aug . | Sep . | Oct . | Nov . | Dec . | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
t1 | KS | 96.62 | 99.25 | 96.99 | 96.24 | 95.86 | 98.87 | 98.12 | 98.50 | 99.25 | 96.62 | 94.74 | 98.50 |
AD | 96.24 | 98.50 | 96.99 | 95.86 | 96.24 | 98.50 | 98.12 | 98.87 | 98.50 | 98.87 | 95.86 | 98.87 | |
CVM | 96.62 | 98.50 | 95.86 | 93.23 | 96.24 | 98.87 | 96.99 | 97.37 | 98.87 | 96.62 | 94.36 | 98.50 | |
t2 | KS | 97.74 | 97.74 | 97.37 | 98.85 | 96.99 | 98.87 | 99.25 | 98.87 | 98.50 | 95.86 | 94.36 | 96.24 |
AD | 98.50 | 98.87 | 97.74 | 98.09 | 97.37 | 99.25 | 99.25 | 99.25 | 98.87 | 96.24 | 94.74 | 95.49 | |
CVM | 97.74 | 98.12 | 98.12 | 97.71 | 96.62 | 98.87 | 98.50 | 98.12 | 98.87 | 95.11 | 93.98 | 95.11 | |
t3 | KS | 98.50 | 96.99 | 97.74 | 98.87 | 98.12 | 98.87 | 98.50 | 98.87 | 97.74 | 98.50 | 97.37 | 98.12 |
AD | 98.87 | 98.50 | 98.50 | 98.50 | 98.50 | 97.74 | 99.25 | 99.25 | 99.62 | 98.87 | 98.12 | 98.87 | |
CVM | 97.74 | 97.37 | 98.12 | 98.12 | 98.12 | 97.37 | 99.25 | 99.25 | 98.87 | 98.50 | 97.74 | 96.99 | |
t4 | KS | 97.74 | 98.50 | 97.74 | 98.50 | 97.74 | 98.50 | 98.87 | 98.50 | 99.25 | 97.37 | 96.24 | 97.74 |
AD | 97.74 | 98.50 | 98.87 | 98.50 | 98.87 | 98.12 | 98.12 | 98.87 | 99.25 | 97.37 | 96.99 | 98.12 | |
CVM | 96.62 | 98.50 | 98.50 | 97.37 | 98.12 | 98.50 | 97.74 | 98.50 | 99.25 | 96.99 | 96.99 | 96.62 | |
t5 | KS | 96.99 | 97.37 | 98.50 | 98.50 | 99.25 | 98.50 | 97.37 | 99.62 | 99.62 | 99.25 | 96.24 | 97.74 |
AD | 98.12 | 98.50 | 99.25 | 98.87 | 98.87 | 98.87 | 98.87 | 99.25 | 99.62 | 98.87 | 98.12 | 98.12 | |
CVM | 96.99 | 97.37 | 98.87 | 98.50 | 98.50 | 98.87 | 97.37 | 99.25 | 99.62 | 99.25 | 98.50 | 98.12 | |
t6 | KS | 98.85 | 98.87 | 98.50 | 98.12 | 97.74 | 98.87 | 98.50 | 98.87 | 99.25 | 98.87 | 97.37 | 97.74 |
AD | 99.24 | 98.50 | 98.50 | 98.50 | 98.87 | 99.25 | 99.25 | 99.62 | 99.62 | 98.50 | 97.37 | 98.87 | |
CVM | 99.24 | 98.12 | 98.12 | 97.74 | 98.50 | 99.25 | 98.50 | 99.62 | 99.25 | 98.50 | 97.74 | 97.74 | |
t7 | KS | 98.87 | 98.87 | 99.62 | 98.50 | 98.50 | 98.50 | 97.74 | 97.74 | 98.12 | 98.50 | 99.62 | 98.50 |
AD | 98.87 | 99.25 | 99.62 | 98.50 | 98.50 | 98.50 | 98.50 | 98.12 | 98.87 | 99.62 | 99.62 | 99.25 | |
CVM | 98.50 | 98.87 | 98.87 | 98.12 | 98.50 | 98.87 | 97.37 | 98.50 | 98.50 | 98.87 | 98.87 | 97.74 | |
t8 | KS | 99.25 | 98.87 | 99.25 | 98.87 | 97.37 | 98.50 | 98.87 | 98.50 | 98.50 | 98.50 | 98.50 | 96.99 |
AD | 99.25 | 99.25 | 98.12 | 99.25 | 98.12 | 99.25 | 98.87 | 98.50 | 99.25 | 99.25 | 96.99 | 98.12 | |
CVM | 98.50 | 99.25 | 98.12 | 99.25 | 97.74 | 98.87 | 98.50 | 98.12 | 98.50 | 98.50 | 97.37 | 97.74 | |
t9 | KS | 97.74 | 97.37 | 99.62 | 98.50 | 98.87 | 98.12 | 99.25 | 98.47 | 98.50 | 98.12 | 99.25 | 97.74 |
AD | 98.50 | 98.12 | 99.62 | 98.87 | 99.25 | 98.50 | 99.62 | 99.62 | 98.12 | 98.87 | 98.50 | 98.50 | |
CVM | 98.12 | 97.74 | 98.87 | 98.87 | 99.25 | 98.50 | 99.25 | 99.62 | 98.50 | 98.12 | 98.12 | 98.12 | |
t10 | KS | 98.50 | 98.50 | 98.50 | 99.25 | 98.87 | 98.12 | 98.87 | 97.37 | 98.12 | 99.25 | 98.50 | 97.71 |
AD | 99.62 | 99.25 | 98.50 | 98.87 | 99.25 | 98.50 | 99.25 | 98.50 | 98.87 | 99.25 | 98.50 | 98.85 | |
CVM | 98.50 | 98.50 | 98.50 | 98.87 | 99.25 | 98.12 | 98.87 | 98.12 | 98.50 | 98.12 | 98.50 | 98.85 | |
t11 | KS | 98.87 | 98.87 | 98.87 | 97.74 | 99.25 | 98.50 | 97.37 | 98.50 | 97.74 | 98.87 | 96.99 | 99.62 |
AD | 99.62 | 98.50 | 98.87 | 98.50 | 99.25 | 98.87 | 98.50 | 98.12 | 99.25 | 98.50 | 98.50 | 99.62 | |
CVM | 98.50 | 98.50 | 97.74 | 98.87 | 98.50 | 98.12 | 97.74 | 98.12 | 99.25 | 97.74 | 99.25 | 98.87 | |
t12 | KS | 98.12 | 98.50 | 98.87 | 98.50 | 99.25 | 98.87 | 98.87 | 98.50 | 98.87 | 99.25 | 98.87 | 98.12 |
AD | 98.87 | 99.25 | 99.25 | 98.87 | 99.25 | 98.50 | 99.25 | 99.62 | 99.62 | 98.87 | 98.87 | 99.25 | |
CVM | 98.87 | 98.50 | 97.74 | 98.87 | 99.25 | 98.12 | 98.87 | 98.50 | 98.12 | 99.25 | 99.25 | 98.87 |
. | Jan . | Feb . | Mar . | Apr . | May . | Jun . | Jul . | Aug . | Sep . | Oct . | Nov . | Dec . | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
t1 | KS | 99.07 | 99.53 | 97.55 | 99.51 | 99.07 | 99.53 | 99.07 | 98.53 | 97.58 | 97.66 | 99.05 | 97.66 |
AD | 99.07 | 99.53 | 99.02 | 99.51 | 98.60 | 99.07 | 99.53 | 99.51 | 99.03 | 99.53 | 99.53 | 98.60 | |
CVM | 98.60 | 99.53 | 98.04 | 99.51 | 98.60 | 99.07 | 97.20 | 98.53 | 98.07 | 98.60 | 99.53 | 97.66 | |
t2 | KS | 98.60 | 99.02 | 99.52 | 99.50 | 98.56 | 99.07 | 99.07 | 98.59 | 98.01 | 99.07 | 98.58 | 99.06 |
AD | 99.07 | 99.51 | 99.05 | 99.50 | 98.09 | 99.07 | 99.07 | 98.12 | 98.51 | 99.07 | 99.06 | 98.58 | |
CVM | 99.07 | 99.02 | 99.05 | 98.51 | 98.56 | 99.53 | 97.66 | 97.18 | 98.01 | 98.60 | 98.58 | 98.58 | |
t3 | KS | 99.51 | 98.58 | 98.57 | 99.52 | 99.01 | 98.60 | 99.07 | 99.07 | 99.53 | 98.60 | 97.66 | 99.02 |
AD | 99.51 | 99.06 | 98.57 | 99.52 | 99.50 | 99.07 | 98.13 | 99.53 | 99.53 | 99.53 | 99.07 | 99.51 | |
CVM | 99.51 | 99.06 | 98.10 | 99.52 | 99.50 | 99.07 | 98.13 | 99.07 | 99.53 | 99.53 | 99.07 | 99.02 | |
t4 | KS | 99.47 | 98.58 | 99.03 | 99.01 | 95.52 | 99.04 | 99.07 | 99.07 | 99.53 | 98.60 | 99.07 | 98.60 |
AD | 98.95 | 99.53 | 99.51 | 99.51 | 98.01 | 99.04 | 99.53 | 99.07 | 99.53 | 99.53 | 99.07 | 99.53 | |
CVM | 98.95 | 99.05 | 99.03 | 99.01 | 97.01 | 99.04 | 99.07 | 98.60 | 99.53 | 98.60 | 98.13 | 99.53 | |
t5 | KS | 99.03 | 99.48 | 97.96 | 99.01 | 94.95 | 97.66 | 98.13 | 97.66 | 98.60 | 99.07 | 98.13 | 98.60 |
AD | 99.52 | 99.48 | 99.49 | 99.01 | 96.97 | 99.07 | 98.60 | 99.53 | 99.07 | 99.53 | 99.07 | 99.07 | |
CVM | 99.52 | 98.43 | 99.49 | 99.01 | 96.97 | 99.07 | 98.13 | 98.13 | 99.53 | 99.53 | 99.07 | 98.60 | |
t6 | KS | 97.62 | 99.52 | 98.77 | 99.44 | 99.03 | 98.57 | 98.13 | 99.53 | 98.60 | 98.60 | 99.53 | 99.53 |
AD | 98.57 | 99.52 | 98.77 | 98.89 | 99.51 | 98.57 | 98.60 | 99.53 | 99.53 | 99.07 | 99.53 | 99.53 | |
CVM | 98.10 | 98.56 | 98.16 | 98.89 | 99.03 | 98.57 | 99.07 | 99.53 | 99.07 | 98.60 | 98.13 | 99.53 | |
t7 | KS | 98.56 | 99.53 | 97.08 | 99.38 | 99.48 | 98.56 | 97.20 | 97.66 | 99.07 | 98.60 | 99.53 | 99.06 |
AD | 98.56 | 99.53 | 97.66 | 99.38 | 99.48 | 99.04 | 96.73 | 99.53 | 99.53 | 99.53 | 99.07 | 99.06 | |
CVM | 98.08 | 99.53 | 98.25 | 99.38 | 99.48 | 98.56 | 96.26 | 98.13 | 99.07 | 99.53 | 99.07 | 99.06 | |
t8 | KS | 99.07 | 99.52 | 97.84 | 95.93 | 99.48 | 97.46 | 99.03 | 98.59 | 96.73 | 98.13 | 99.07 | 98.13 |
AD | 99.53 | 99.05 | 99.46 | 98.84 | 99.48 | 99.49 | 99.52 | 99.06 | 97.66 | 99.07 | 99.53 | 99.07 | |
CVM | 99.07 | 99.05 | 98.38 | 98.84 | 99.48 | 99.49 | 99.52 | 98.59 | 98.13 | 99.07 | 99.53 | 99.07 | |
t9 | KS | 98.60 | 98.60 | 97.40 | 98.36 | 98.96 | 98.47 | 98.00 | 99.02 | 97.65 | 99.53 | 99.53 | 98.13 |
AD | 99.53 | 98.60 | 97.92 | 98.36 | 99.48 | 99.49 | 98.50 | 99.51 | 99.53 | 99.53 | 99.53 | 99.07 | |
CVM | 99.53 | 99.07 | 97.92 | 97.81 | 99.48 | 98.98 | 98.50 | 98.04 | 99.06 | 99.53 | 99.53 | 98.60 | |
t10 | KS | 99.07 | 99.07 | 98.55 | 98.40 | 97.50 | 97.97 | 99.02 | 98.97 | 99.51 | 97.64 | 99.07 | 99.07 |
AD | 99.53 | 98.60 | 98.07 | 98.93 | 98.00 | 98.48 | 99.02 | 98.97 | 99.01 | 98.11 | 99.53 | 99.53 | |
CVM | 99.07 | 98.60 | 98.07 | 99.47 | 98.00 | 97.97 | 98.53 | 98.46 | 99.51 | 97.17 | 99.07 | 98.60 | |
t11 | KS | 97.66 | 99.07 | 98.58 | 99.02 | 98.97 | 98.47 | 99.50 | 98.50 | 96.94 | 99.00 | 98.04 | 99.53 |
AD | 99.07 | 99.53 | 99.53 | 99.51 | 98.97 | 98.98 | 99.01 | 99.00 | 98.98 | 98.01 | 99.02 | 99.53 | |
CVM | 98.60 | 99.53 | 99.05 | 99.51 | 98.97 | 98.98 | 99.50 | 98.50 | 98.98 | 98.01 | 99.02 | 99.06 | |
t12 | KS | 98.60 | 99.51 | 98.60 | 98.60 | 99.52 | 98.47 | 99.49 | 98.49 | 97.99 | 98.97 | 98.99 | 98.52 |
AD | 99.07 | 99.51 | 99.07 | 98.60 | 99.52 | 98.98 | 99.49 | 98.99 | 98.99 | 98.97 | 98.49 | 99.51 | |
CVM | 99.07 | 99.51 | 99.07 | 98.60 | 99.52 | 98.47 | 98.99 | 98.99 | 98.49 | 98.97 | 98.99 | 98.52 |
. | Jan . | Feb . | Mar . | Apr . | May . | Jun . | Jul . | Aug . | Sep . | Oct . | Nov . | Dec . | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
t1 | KS | 99.07 | 99.53 | 97.55 | 99.51 | 99.07 | 99.53 | 99.07 | 98.53 | 97.58 | 97.66 | 99.05 | 97.66 |
AD | 99.07 | 99.53 | 99.02 | 99.51 | 98.60 | 99.07 | 99.53 | 99.51 | 99.03 | 99.53 | 99.53 | 98.60 | |
CVM | 98.60 | 99.53 | 98.04 | 99.51 | 98.60 | 99.07 | 97.20 | 98.53 | 98.07 | 98.60 | 99.53 | 97.66 | |
t2 | KS | 98.60 | 99.02 | 99.52 | 99.50 | 98.56 | 99.07 | 99.07 | 98.59 | 98.01 | 99.07 | 98.58 | 99.06 |
AD | 99.07 | 99.51 | 99.05 | 99.50 | 98.09 | 99.07 | 99.07 | 98.12 | 98.51 | 99.07 | 99.06 | 98.58 | |
CVM | 99.07 | 99.02 | 99.05 | 98.51 | 98.56 | 99.53 | 97.66 | 97.18 | 98.01 | 98.60 | 98.58 | 98.58 | |
t3 | KS | 99.51 | 98.58 | 98.57 | 99.52 | 99.01 | 98.60 | 99.07 | 99.07 | 99.53 | 98.60 | 97.66 | 99.02 |
AD | 99.51 | 99.06 | 98.57 | 99.52 | 99.50 | 99.07 | 98.13 | 99.53 | 99.53 | 99.53 | 99.07 | 99.51 | |
CVM | 99.51 | 99.06 | 98.10 | 99.52 | 99.50 | 99.07 | 98.13 | 99.07 | 99.53 | 99.53 | 99.07 | 99.02 | |
t4 | KS | 99.47 | 98.58 | 99.03 | 99.01 | 95.52 | 99.04 | 99.07 | 99.07 | 99.53 | 98.60 | 99.07 | 98.60 |
AD | 98.95 | 99.53 | 99.51 | 99.51 | 98.01 | 99.04 | 99.53 | 99.07 | 99.53 | 99.53 | 99.07 | 99.53 | |
CVM | 98.95 | 99.05 | 99.03 | 99.01 | 97.01 | 99.04 | 99.07 | 98.60 | 99.53 | 98.60 | 98.13 | 99.53 | |
t5 | KS | 99.03 | 99.48 | 97.96 | 99.01 | 94.95 | 97.66 | 98.13 | 97.66 | 98.60 | 99.07 | 98.13 | 98.60 |
AD | 99.52 | 99.48 | 99.49 | 99.01 | 96.97 | 99.07 | 98.60 | 99.53 | 99.07 | 99.53 | 99.07 | 99.07 | |
CVM | 99.52 | 98.43 | 99.49 | 99.01 | 96.97 | 99.07 | 98.13 | 98.13 | 99.53 | 99.53 | 99.07 | 98.60 | |
t6 | KS | 97.62 | 99.52 | 98.77 | 99.44 | 99.03 | 98.57 | 98.13 | 99.53 | 98.60 | 98.60 | 99.53 | 99.53 |
AD | 98.57 | 99.52 | 98.77 | 98.89 | 99.51 | 98.57 | 98.60 | 99.53 | 99.53 | 99.07 | 99.53 | 99.53 | |
CVM | 98.10 | 98.56 | 98.16 | 98.89 | 99.03 | 98.57 | 99.07 | 99.53 | 99.07 | 98.60 | 98.13 | 99.53 | |
t7 | KS | 98.56 | 99.53 | 97.08 | 99.38 | 99.48 | 98.56 | 97.20 | 97.66 | 99.07 | 98.60 | 99.53 | 99.06 |
AD | 98.56 | 99.53 | 97.66 | 99.38 | 99.48 | 99.04 | 96.73 | 99.53 | 99.53 | 99.53 | 99.07 | 99.06 | |
CVM | 98.08 | 99.53 | 98.25 | 99.38 | 99.48 | 98.56 | 96.26 | 98.13 | 99.07 | 99.53 | 99.07 | 99.06 | |
t8 | KS | 99.07 | 99.52 | 97.84 | 95.93 | 99.48 | 97.46 | 99.03 | 98.59 | 96.73 | 98.13 | 99.07 | 98.13 |
AD | 99.53 | 99.05 | 99.46 | 98.84 | 99.48 | 99.49 | 99.52 | 99.06 | 97.66 | 99.07 | 99.53 | 99.07 | |
CVM | 99.07 | 99.05 | 98.38 | 98.84 | 99.48 | 99.49 | 99.52 | 98.59 | 98.13 | 99.07 | 99.53 | 99.07 | |
t9 | KS | 98.60 | 98.60 | 97.40 | 98.36 | 98.96 | 98.47 | 98.00 | 99.02 | 97.65 | 99.53 | 99.53 | 98.13 |
AD | 99.53 | 98.60 | 97.92 | 98.36 | 99.48 | 99.49 | 98.50 | 99.51 | 99.53 | 99.53 | 99.53 | 99.07 | |
CVM | 99.53 | 99.07 | 97.92 | 97.81 | 99.48 | 98.98 | 98.50 | 98.04 | 99.06 | 99.53 | 99.53 | 98.60 | |
t10 | KS | 99.07 | 99.07 | 98.55 | 98.40 | 97.50 | 97.97 | 99.02 | 98.97 | 99.51 | 97.64 | 99.07 | 99.07 |
AD | 99.53 | 98.60 | 98.07 | 98.93 | 98.00 | 98.48 | 99.02 | 98.97 | 99.01 | 98.11 | 99.53 | 99.53 | |
CVM | 99.07 | 98.60 | 98.07 | 99.47 | 98.00 | 97.97 | 98.53 | 98.46 | 99.51 | 97.17 | 99.07 | 98.60 | |
t11 | KS | 97.66 | 99.07 | 98.58 | 99.02 | 98.97 | 98.47 | 99.50 | 98.50 | 96.94 | 99.00 | 98.04 | 99.53 |
AD | 99.07 | 99.53 | 99.53 | 99.51 | 98.97 | 98.98 | 99.01 | 99.00 | 98.98 | 98.01 | 99.02 | 99.53 | |
CVM | 98.60 | 99.53 | 99.05 | 99.51 | 98.97 | 98.98 | 99.50 | 98.50 | 98.98 | 98.01 | 99.02 | 99.06 | |
t12 | KS | 98.60 | 99.51 | 98.60 | 98.60 | 99.52 | 98.47 | 99.49 | 98.49 | 97.99 | 98.97 | 98.99 | 98.52 |
AD | 99.07 | 99.51 | 99.07 | 98.60 | 99.52 | 98.98 | 99.49 | 98.99 | 98.99 | 98.97 | 98.49 | 99.51 | |
CVM | 99.07 | 99.51 | 99.07 | 98.60 | 99.52 | 98.47 | 98.99 | 98.99 | 98.49 | 98.97 | 98.99 | 98.52 |
In Table 3, the percentage of acceptance rates for the gamma distribution using the KS, AD, and CVM tests shows values that are not much different from one another. During 12 months (January–December) with varying scales of time, the percentage value tended to fluctuate but was not significant. In general, the number of the grid points statistically accepted is above 93% of Java for all 12 months and different timescales. This indicated that the gamma distribution is suitable to model rainfall amount in Java for different seasons and a variety of timescales.
Similar to the gamma distribution, the GEV distribution is also fit to the observation datasets (rainfall minus evapotranspiration), which is used for the SPEI model. The percentage of acceptance rate among all grid points in Java shows a very high rate. In fact, Table 4 shows that the percentage of acceptance rate tends to be better and more stable than the gamma distribution for the SPI model. This result is supported by Stagge et al. (2015), which explains that the level of acceptance of SPEI distribution is higher than SPI, which is caused by the characteristics of the climate water balance that SPEI has, and is not limited by zero precipitation. The parametric distribution is therefore easier to adjust to the distribution of the accumulated climate water balance, which results in the distribution for SPEI having a higher acceptance rate.
Monthly temporal variation of SPI and SPEI values
Two grid points are selected as the samples of different geographic locations to explain the monthly temporal variation of SPI and SPEI values during the period of 1980–2018. The first grid point is located in Indramayu with the Point ID-30. This location is characterized as a coastal low land area with an elevation of 1 m from mean sea water level (MSWL). This region has an average monthly temperature ranging between 26 and 28.5 °C, a minimum temperature fluctuating from 23.8 to 25.1 °C, a maximum temperature varying from 28.9 to 32.9 °C, and a mean monthly rainfall ranging from 13 to 283 mm. The second grid point is situated in Garut with the Point ID-155. In contrast to the Point ID-30, this place is categorized as a mountainous region with an elevation of 993 m from MSWL. Like other typical mountainous climate regions, this place has lower temperatures but higher amounts of rainfall. This region has an average temperature ranging between 20.2 and 21.3 °C, a minimum temperature of 16.6–18.9 °C, a maximum temperature of 24.7–25.7 °C, and a mean monthly rainfall ranging from 73 to 517 mm.
In general, drought indices derived by the SPI method present systematically lower than the SPEI approach, particularly for the upper thresholds from −1 to −2 as shown in Figure 4. This means drought severity generated by SPI reveals systematically higher other than SPEI for a given month. Figure 4 presents a monthly temporal variation of drought indices for both SPI and SPEI during the period of 1980–2018. The blue lines show the SPI values, while the red lines represent the SPEI values. From the figure, it can be seen that the drought indices based on the SPI analyses dominate the lowest margin. The lowest SPI value was around −2.964, while SPEI was only −2.529 for the Point ID-30. Similarly, for the Point ID-155, the lowest SPI value was −3, while SPEI was −2.69. Even at the 175th month, both locations showed a significant difference between the SPI and SPEI values. The SPI value at Point ID-30 was −2.289, while the SPEI value was −0.7 and the SPI and SPEI values at Point ID-155 were −2.217 and −0.79, respectively.
Apart from showing a lower value, SPI also detected the number of dry months (months of drought) more than SPEI. SPI detected 78 out of 468 months of drought, while SPEI detected 73 months on Point ID-30 (Indramayu). Whereas from the detection results, the drought incidence based on SPI/SPEI has a match with the actual events from 2003 to 2018 that were recorded by DIBI in June 2003, July 2003, August 2004, November 2006, August 2011, and July 2018. Interestingly, SPI and SPEI detected almost the same number of drought at Point ID-155 (Garut) of 83 and 82 months, respectively. Different from Indramayu, Garut succeeded in detecting more drought events similar to that of the actual drought in July 2003, October 2004, August 2006, November 2006, June 2008, July 2008, August 2011, and July 2018. This indicates that the SPI approach yields a conservative estimation compared with the SPEI model for both locations. However, in the mountainous region (Garut), SPI and SPEI present quite similar behaviour due to low temperature and high total rainfall.
Nevertheless, temporal variations of both indices exhibit similar patterns. This means that there is a strong correlation between two drought indices. Based on Figure 4, it can be seen that there are several patterns that show one of the lines is far from each other. This pattern difference mostly occurs from April to September (dry season). So, when the dry season comes, the temperature would increase and cause the evaporation to increase, while the rainfall decreases. With the increase of evaporation rate, the availability of water would decrease which eventually causes an area to become drier. This, in turn, causes SPEI to have a lower value than SPI during the dry season and indicates that temperature may influence the correlation between SPI and SPEI.
These results are supported by a study conducted by Zhang et al. (2019). From their research, it was concluded that the frequency of drought would increase, while the correlation decreases with the increased value in temperature. In their research, the frequency of drought decreased from the highest to the lowest margin in summer, autumn, spring, and winter, respectively. However, the results of our research are contradictory to those in Gurrapu et al. (2014), as the study concluded that the correlation between SPI and SPEI was weaker in winter and relatively stronger in summer, autumn, and spring. The correlation between the two analyses during winter was weaker but positive, whereas the correlation in April was weaker and negative, which was probably due to the increased river flow from rapid snowmelt.
The difference in results may be due to different conditions in the study area. In Java, there are only two seasons and there is no snow, so during the dry season, when the temperature increases, the area will become drier. It is different from the study reported in the research by Gurrapu et al. (2014), where there is snow in the research location so that with the increasing temperature, the water availability in the area increases due to snowmelt.
Comparison of SPI and SPEI values with historical droughts
Three historical drought events were selected as samples to evaluate how reliable SPI/SPEI methods estimate drought events. During the 16 years of recording drought incidents contained in DIBI, the number of drought occurrences that occurred at one time varied greatly. The varying number of drought events can be due to the location of Java Island, which is between two oceans (Pacific and Indian) and two continents (Asia and Australia), which causes a natural phenomenon, namely El Nino. The level of strength of El Nino can be determined through the Oceanic Nino Index (ONI), which is the standard used for NOAA. ONI classifies El Nino into four levels based on sea surface temperature, including weak (0.5–0.9), moderate (1–1.4), strong (1.5–1.9), and very strong (≥2). DIBI recorded that the highest number of droughts in Java occurred in August 2004, August 2011, and July 2018, where El Nino with a weak category was also hitting Java.
Therefore, the three drought events that occurred in different years would be discussed. This would later be compared with the historical droughts recorded by DIBI. One point to consider is when the drought event in DIBI is recorded at the beginning of the month, the drought data recorded in the previous month will be used, while those recorded at the end of the month will use the drought data for that particular month. The results of drought analysis in August 2008, August 2011, and July 2018 are as shown in Figure 5.
Spatial distributions among 144 cities/regencies of drought occurrences in August 2004 were under-estimated by both SPEI and SPI methods. Based on Figure 5, the drought events occurred when the dots (cities/regencies) were located below the red lines or the SPI and SPEI values were less than or equal to −1. Historical drought hazards in August 2004 recorded that 42 cities were suffering drought hazards, including four cities in Banten, 15 cities in West Java, 18 cities in Central Java, one city in Yogyakarta, and four cities in East Java provinces. However, the SPI method detected 25 cities that were facing drought disasters covering three cities in Banten province, five cities in West Java province, 12 cities in Central Java province, and five cities in East Java province. Meanwhile, SPEI methods were applied to 22 cities suffering droughts, including three cities in Banten province, six cities in West Java province, 12 cities in Central Java province, and one city in Yogyakarta province.
In contrast to August 2004, both SPI and SPEI methods overestimate a number of cities/regencies suffering drought hazard. While the factual drought regions recorded by DIBI were distributed across 39 cities/regencies, the SPEI method predicted 46 cities/regencies hit by drought, and the SPI method estimated 82 cities/regencies. This indicates that SPEI performs better other than SPI. A number of 39 factual drought cities/regencies were distributed in four cities in Banten, 17 cities in West Java, 11 cities in Central Java, and seven cities in East Java provinces. In total, 46 drought cities/regencies estimated by SPEI include six cities in Banten, one city in DKI Jakarta, 18 cities in West Java, 16 cities in Central Java, one city in DI Yogyakarta, and four cities in East Java provinces. In total, 82 drought cities calculated by the SPI model are six cities in Banten, one city in DKI Jakarta, 20 cities in West Java, 24 cities in Central Java, four cities in Yogyakarta, and 27 cities in East Java provinces. SPI performs worst in East Java, while SPEI performs worst in Central Java.
Last, in July 2018, DIBI recorded 62 cities experiencing droughts covering six cities in Banten, 17 cities in West Java, 21 cities in Central Java, two cities in Yogyakarta, and 16 cities in East Java. Interestingly, in this particular month, SPI and SPEI detected the same number of droughts and cities. Both indices successfully detected 70 cities covering six cities in Banten, one city in Jakarta, 20 cities in West Java, 22 cities in Central Java, three cities in Yogyakarta, and 18 cities in East Java.
From these results, it can be seen that on average, SPI usually detects more drought events than SPEI. Even in August 2011, the difference between the two indices was very significant in detecting the number of drought events. To better understand how the characteristics of SPI and SPEI in detecting drought, the following table presents a recapitulation of drought events that occurred in cities or districts. The recapitulation contains the total drought incidents based on DIBI, SPI, and SPEI (Table 5).
City . | Total of drought events . | ||
---|---|---|---|
DIBI . | SPI . | SPEI . | |
Ponorogo | 50 | 213 | 80 |
Bojonegoro | 48 | 200 | 88 |
Wonogiri | 45 | 97 | 102 |
Nganjuk | 40 | 75 | 50 |
Sragen | 38 | 259 | 120 |
Kuningan | 34 | 176 | 52 |
Semarang | 32 | 63 | 70 |
Situbondo | 31 | 176 | 52 |
Ciamis | 30 | 38 | 53 |
Cirebon | 29 | 75 | 50 |
Garut | 29 | 105 | 86 |
Tasikmalaya | 29 | 101 | 48 |
Bandung | 28 | 45 | 145 |
Serang | 27 | 127 | 94 |
Indramayu | 26 | 38 | 28 |
Sumedang | 26 | 259 | 120 |
City . | Total of drought events . | ||
---|---|---|---|
DIBI . | SPI . | SPEI . | |
Ponorogo | 50 | 213 | 80 |
Bojonegoro | 48 | 200 | 88 |
Wonogiri | 45 | 97 | 102 |
Nganjuk | 40 | 75 | 50 |
Sragen | 38 | 259 | 120 |
Kuningan | 34 | 176 | 52 |
Semarang | 32 | 63 | 70 |
Situbondo | 31 | 176 | 52 |
Ciamis | 30 | 38 | 53 |
Cirebon | 29 | 75 | 50 |
Garut | 29 | 105 | 86 |
Tasikmalaya | 29 | 101 | 48 |
Bandung | 28 | 45 | 145 |
Serang | 27 | 127 | 94 |
Indramayu | 26 | 38 | 28 |
Sumedang | 26 | 259 | 120 |
The SPI provides an overestimate of events when detecting drought that was very much different from the SPEI and actual drought occurrences. Even though, in several cities, SPEI detected a greater drought event than SPI, the difference in numbers given by the SPEI was relatively low and did not differ much from that of the SPI. This is evidenced by the number of drought events from 2003 to 2018 in 16 cities, which are presented in Table 5. When compared with DIBI, the highest estimate given by the SPI for the Sragen district was 221 events, while the lowest estimate was for the Ciamis district with as many as eight drought events. The highest estimate given by SPEI occurred in Bandung city with a total drought of 117 events, then the lowest estimate was two events that occurred in the Indramayu city. This indicates that SPI is very conservative and SPEI is more moderate in estimating drought events.
Effect of different timescales on similarity of the SPI and SPEI
A scatter plot was used for analysing between SPI and SPEI for determining how closely both indices are related. There was a significant positive correlation between SPI and SPEI, which is seen from the tendency of the data to gather around the diagonal line. The results of the correlation analysis are set out in Figure 6. The SPI and SPEI can actually be used to calculate the drought index for a variety of different timescales. In this study, a different timescale will be used ranging from 1 to 12 months. Most studies have only used fewer timescales such as 1, 3, 6, and 12 months, while this study has the advantage of being more detailed in order to see the correlation between SPI and SPEI.
To determine more detail about the relationship between SPI and SPEI which was on different timescales, the correlation coefficient and the KS test were used. The difference in SPI and SPEI values may be due to differences in data variables used as input to calculate the drought index. For example, in the event of the same drought, the SPI index may show a value of 1, while the SPEI may show a value of 3. This is possible because the SPI only calculates drought events based on the rainfall rate, while the SPEI identifies drought events not only based on the rainfall rate but also the evapotranspiration of the region. This view is supported by Gurrapu et al. (2014) who write that the differences in the variables used as input data in analysing drought will affect the value of the drought index.
The correlation between SPI and SPEI is consistently increasing along with the longer the timescale used. It can be seen from the box plot in Figure 7 that the value of the correlation coefficient is above 0.9 for all timescales. This showed that the relationship between SPI and SPEI is strong. The 1- to 6-month timescale tends to have a higher significant increase in the correlation coefficient value than the 7- to 12-month timescale, which has a slight increase in the value of the correlation coefficient. Then, in Figure 8 that depicts the results of the KS Test, the p-value in the 1- to 2-month timescale tends to have a significant increase and then becomes stable up to the 7-month timescale. However, in the 8-month timescale, the p-value continues to decline up to the 12-month timescale. This indicates that the timescale for the long term is better than the short to medium term.
For the drought index, especially from the SPI and SPEI analyses, the use of different timescales will result in different implications from one another (Nam et al. 2015). Thus, those calculations of drought with different timescales are often used as information to determine water resources management policies in the short, medium, and long term. The timescales that are often used to measure drought values are 1-, 3-, 6-, and 12-month timescales. The drought index with a 1-month timescale is included in the short-term period, the 3- and 6-month timescale is included in the medium-term period, and the 12-month timescale is included in the long-term period (Nam et al. 2015). The 1-month timescale is more suitable for identifying soil moisture conditions, the 3-month timescale is better for predicting seasonal rain conditions, and the 6- and 12-month timescales are more appropriate for determining the impact of drought on water availability in rivers, ponds, or reservoirs.
Drought frequency value
In addition to the SPI and SPEI values, this research also discussed the frequency of drought events. Drought events are categorized into three, namely moderate drought which is included in class 5, severe drought which is included in class 6, and extreme drought which belongs to class 7. The frequency of moderate drought is the percentage of the number of events that have the SPI/SPEI value of −1.00 to −1.49, which is then divided by the total drought events (which have the SPI/SPEI value of −1.00 to −3.00). The frequency of severe drought is the percentage of the number of events that have the SPI/SPEI value of −1.50 to −1.99, which is later divided by the total number of drought events. The frequency of extreme drought is the percentage of the number of events that have the SPI/SPEI value of −2.00 to −3.00, which is then divided by the total drought events. As for the frequency value for moderate, severe, and extreme droughts, it is based on the SPI with a timescale of 1–12 months. The percentage of moderate, severe, and extreme drought frequencies based on the SPI and SPEI for all timescales can be seen in Figure 9.
The frequency rate for SPI will fluctuate more, as the severity of drought increases with the timescale used, whereas for the SPEI with the timescale used, the more severe the level of drought, the more stable the frequency rate. The results of moderate, severe, and extreme droughts are presented in Figure 9. It can be seen that for moderate drought, the highest frequency based on the SPI was 12.18%, while based on the SPEI was 14.32%. Then, the highest frequency, for severe drought, based on the SPI was 6.2%, while based on the SPEI was 7.69%. Meanwhile, for extreme drought, the highest frequency based on the SPI was 6.84%, while based on the SPEI was 3.21%. SPEI has a higher frequency for moderate and severe droughts than SPI, while for extreme drought, the frequency generated by SPI is higher. This indicates that in detecting drought, SPI assesses drought at a more severe level than SPEI.
From the above explanation, it can be concluded that in general the frequency rate for the SPEI is much more stable than that for the SPI, and the drought frequency produced by the SPEI is higher than that by the SPI. With regard to two of the three types of drought frequency, moderate and severe, the SPEI recorded a drought frequency value higher than the SPI. This is due to the existence of the evapotranspiration variable in the SPEI. This feature allows identifying drought events even when the rainfall is not available, so that the index can still be used to capture drought events and calculate the frequency of drought events. Meanwhile, the SPI's extreme drought frequency is higher than that of the SPEI's. Furthermore, the pattern shown for the change in the frequency value against time caused by the SPI and SPEI marks one thing in common, namely the possibility of fluctuations for all types of drought. However, overall the SPEI's drought frequency is more stable than that of the SPI's.
These results are supported by research conducted by Tirivarombo et al. (2018). The study found that the SPI was superior in capturing extreme drought events compared with the SPEI. The reason is that when identifying drought that only considers the variable of rainfall, the SPI of which input data are only the rainfall variable will be better to identify extreme drought than the SPEI. The results of the correlation analysis between the SPI and SPEI clearly show that rainfall is the main cause of the drought. It should be noted that the existence of PET becomes important at longer timescales since the correlation is stronger.
CONCLUSIONS
The conclusions drawn from the results and discussions can be explained as follows.
A comparison between the SPI and SPEI values to temporal variation shows that the correlation between the two indices is quite high for all months for the 1-month timescale. However, this correlation has decreased in the dry months (dry season). In almost all months, the SPI and SPEI values have similar margins with no significant difference, and the SPI value is always below the SPEI value. Yet, in the dry months, the SPEI value is far below the SPI value. This indicates that the temperature variable affects the correlation between the SPI and SPEI because during the dry season the evaporation rate increases more rapidly, resulting in a lower SPEI value than in normal conditions.
The SPI is more conservative in detecting drought than the SPEI. This is indicated by the fact that the SPI detects an overestimation compared with the SPEI and historical data on drought events in Indonesia. Besides, the difference in the timescale used in the analysis will affect the correlation between the SPI and SPEI. The correlation between the SPI and SPEI will get stronger as the timescale used increases.
Then for moderate and severe droughts based on the SPEI, the SPEI shows a higher frequency than the SPI, while for extreme drought, the frequency shown by the SPI is higher. This is because when drought takes into account only the rainfall, the SPI that has one indicator in the form of rainfall will be better at identifying extreme drought than SPEI. The results of the correlational analysis between the SPI and SPEI clearly show that rainfall is the main cause of drought. However, evaporation indicators are also important, especially on a longer timescale where their existence affects the correlation between the SPI and SPEI.
By comparing the two indices, it can be seen how the characteristics and correlations between the SPI and SPEI are. Also, we could identify further the influence of precipitation and evaporation parameters in analysing drought in Java Island. Therefore, this research is expected to be one of the sources of information that can help related parties, especially the BMKG in monitoring drought in Indonesia.
DATA AVAILABILITY STATEMENT
All relevant data are included in the paper or its Supplementary Information.