Rainfall characteristics are changing due to several reasons and change/trend detection is required. Literature survey reveals many relevant studies whose outcomes are divergent, possibly because different data series and different methodologies have been applied. This paper presents a critical appraisal of past studies and methodologies for trend analysis. Results of trend analysis of Indian rainfall data are presented. Data for all of India and for five homogenous regions (North-West, Central North-East, North-East, West Central, and Peninsular India) for 1871–2016 were used. The Pettitt change point test, regression, Mann-Kendall (MK), and Wavelet Decomposition were used to study different aspects of changes. Results of the change point test showed that most rainfall series had change points around 1957–65, possibly due to large-scale land use, cultivation, irrigation, and industrial changes in this period. Generally, rainfall for most homogenous regions and sub-divisions show falling trends; some are statistically significant. Series was also decomposed by the wavelet method. Approximate and detailed components of some decomposed series showed a significant declining trend. This work has focused on the magnitude of rainfalls; trends in rainfall intensities are also important. It is necessary to establish denser observation networks to collect short-term data and analyze.

  • Detection of trends in data series helps in projections.

  • We present the results of trend analysis using long-term quality-controlled rainfall data.

  • Data series at country and regional levels at annual and monsoon scales were studied.

  • We found that most rainfall data have change points around 1957–1965; some are statistically significant.

  • Multi-resolution analysis highlighted periods of high variabilities in the data.

Graphical Abstract

Graphical Abstract
Graphical Abstract

Recent times have seen significant warming of the atmosphere. The Intergovernmental Panel on Climate Change (IPCC) has recently released the Report of Working Group I covering the physical science basis for the sixth Assessment Report (AR6). This report categorically states that the atmosphere, ocean, and land have warmed up. As per the IPCC report, the human-caused increase in global surface temperature from 1850–1900 to 2010–2019 is about 1.07 °C (IPCC 2021).

Among the different climatic variables, for hydrologists and water professionals, precipitation/rainfall is perhaps the most important variable. Rainfall initiates and directly influences almost all the water-related processes in a watershed. Due to this reason, analysis of properties and trends in rainfall data is of immense interest to hydrologists, meteorologists, and all those who would like to know how climate change impacts water availability and management.

Many studies have tried to determine trends in rainfall (RF) data for India at the country and smaller spatial scales by using the data for individual/groups of stations on annual and seasonal levels. Depending on the data used, spatial coverage, and methodology, the conclusions have been quite different. The studies that had used the data up to the year 2000 are not much relevant now and hence, are not reported here. Jain & Kumar (2012) provided a detailed review of studies till about 2010, related to trend analysis of rainfall and temperature data with reference to India.

Table 1 summarizes the major conclusions of past trend analysis studies. Broadly, studies had used the data for about 50–100 years, for the whole of India or a part thereof (river basins or states). In most cases, a simple trend analysis was carried out. As can be seen, the results are somewhat different and not always consistent. Inconsistency in the outcomes of the various studies could arise due to several reasons. Different studies may have used different data or the data that may have been compiled differently. The study area and its geographical coverage might have been different. Furthermore, due to changes in climate, land use/cover, and other causes, the statistical properties of meteorological data series may undergo changes. Such changes can be detected by statistical tests. In case the series has some statistically significant change points, trend analysis by using the whole series is not very useful as the statistical properties of the series before and after the change point will be different. Results of the statistical analysis presented in subsequent sections show the presence of change points which are significant at a 5% significance level. Some studies listed in Table 1 may not have tested the data series for the presence of change points and the results of such studies may not be consistent with others.

Table 1

The key outcomes of some trend analysis studies

AuthorsStudy areaData periodOutcome
Singh et al. (2005)  Whole India Basin-scale area-averaged rainfall (RF) series for 1871–2000 Annual rainfall over Central Indian basins (Mahi, Sabarmati, Tapi, Narmada, Mahanadi and Godavari) had decreasing trend since the 1960s; some basins have an increasing trend: Ganga from 1993, Indus from 1954, Krishna from 1953, Cauvery from 1929, and Brahmaputra from 1998 
Rajeevan et al. (2006)  Whole India Monthly, seasonal and annual RF of 36 meteorological sub-divisions, 1901–2003 Break (active) periods during the monsoon season were identified and were comparable with those identified by earlier studies.
No evidence was found for any statistically significant trends in the number of break or active days during the period 1951–2003 
Ramesh & Goswami (2007)  Whole India 1951–2003 Falling trends in early and late monsoon RF and the number of rainy days 
Dash et al. (2007)  Whole India Monthly rainfalls, 1871–2002 Small increase in RF in winters (Jan and Feb), pre-monsoon (March to May) and post-monsoon (Oct. to Dec.). Summer monsoon RF showed small decreasing trend 
Guhathakurta & Rajeevan (2008)  Whole India Monthly, seasonal and annual RF of 36 meteorological sub-divisions, 1901–2003 For summer monsoon season, RF in three sub-divisions had significant decreasing trend. Trends over eight sub-divisions were significant and rising. Contribution of June, July and Sept. RF to annual RF was decreasing for few sub-divisions while that of August RF was increasing in few other sub-divisions 
Singh et al. (2008)  Nine basins in North-West and central India Data from 43 stations, 90 to 100 years in 20th century. Increasing trends in annual RF in majority of river basins, ranging from 2 to 19% of the mean per 100 years in over eight basins 
Kumar & Jain (2011)  Whole India Daily-gridded RF at 1° × 1° scale, for 1951–2004 Annual RF: 15 of 22 basins showed a falling trend; only one significant. Six basins showed increasing trend, one significant.
Monsoon RF increased over six basins; decreased over 16 basins, two significant.
Annual rainy days: four basins had increasing (non-significant) trend; 15 basins had decreasing trend, three significant 
Kumar et al. (2010)  Whole India Monthly RF 1871–2005 (135 years) for 30 met sub-divisions. Annual RF: 15 sub-div. showed rising trend, three significant; 15 sub-divisions showed falling trend, only one significant.
Most sub-div. showed very little change in RF in non-monsoon months.
Five main regions showed no significant trend in annual, seasonal and monthly RF.
For whole India, no significant trend in annual, seasonal, or monthly RF 
Pal & Al-Tabbaa (2011)  Whole India and Kerala state of India 1954–2003 Trends in seasonal precipitations have large regional variations. No significant trends found in annual or seasonal precipitation amount in various regions in India.
Precipitation has an increasing tendency in winter and autumn seasons, decreasing tendency in spring and monsoon seasons in Kerala state 
Subash et al. (2010)  Whole India 1889–2008 Annual, seasonal and monthly RF in five meteorological sub-divisions of Central North-East India showed a significant falling trend 
Kumar & Jain (2011)  22 river basins of India 1951–2004 Fifteen river basins had decreasing trend in annual rainfall; one basin had significant decreasing trend at 95% confidence level. Six basins had increasing rainfall trend, one basin showed a significant positive trend. Monsoon rainfall increased over six basins, decreased over 16 basins and decreasing trend for two basins was statistically significant.
Four river basins experienced increasing (non-significant) trend in annual rainy days; 15 basins had a decreasing trend in annual rainy days; such trend in three basins was statistically significant 
Subash & Sikka (2014)  Data of 36 meteorological sub-divisions of India 1904–2003 Increasing trend was seen in annual RF in all the homogeneous regions, except NE 
Taxak et al. (2014)  Wainganga river basin in India 0.5° × 0.5° resolution gridded rainfall for the period 1901–2012. Most grids showed falling annual RF, decreasing trend was significant only in seven grids. Increasing trend was observed in post-monsoon season but was not significant. Seven grids showed significant falling trend in monsoon RF. Reported 8.45% fall in annual RF during 1901–2012. 1948 was the most probable change year. Rising trend in RF in Wainganga basin during 1901–1948 but falling trend during 1949–2012 
Pingale et al. (2014)  33 urban centers in Rajasthan state of, India 1971–2005 Mann–Kendall test and Sen's slope estimator were used to examine trends in urban centers in an arid area. Both rising and falling trends were found. No geographical trend could be detected 
Panda & Sahu (2019)  Kalahandi, Bolangir and Koraput districts, Odisha 1980–2017 Examined long-term changes and short-term fluctuations in monsoon RF by using MK test and Sen's slope estimator. Statistically significant trends were detected. RF data showed a quite good increasing trend (Sen's slope = 4.034) for monsoon season 
Praveen et al. (2020)  Thirty-four meteorological sub-divisions Annual and seasonal rainfall data of 1901–2015 (115 years) Annual and seasonal variability was highest in sub-divisions (SD) of Western India, the lowest in Eastern and North India. MK test results showed that SDs of NE, South and Eastern India had significant negative trend, while SDs like Sub-Himalayan Bengal, Gangetic Bengal, Jammu & Kashmir, Konkan & Goa, and Marathwada showed positive trend. Change points were detected in between 1950–1966. Most SDs had increased variability and significant negative trend after change point 
Saini et al. (2020)  West Coast Plain and Hill Agro-Climatic Region of Western Ghats region 1901–2017 (117 years). Employed Modified Mann–Kendall's test, Linear Regression, Innovative Trend Analysis, Sen's Slope test, Weibull's Recurrence Interval, and other statistical techniques. RF trend was significant and falling for the months Jan., July, and Winter season; Aug., Sept. and winter season showed an increasing trend 
Singh et al. (2021)  36 districts of Maharashtra State of India, 1901–2018 (118 years) Significantly falling trends for pre-monsoon and winter RF in many districts. Both annual and seasonal RFs had rising and falling trends. Out of 185 series analyzed, 168 had some trend 
Bora et al. (2022)  Seven states of NE India 1901–2020 Modified MK test results revealed that annual RF in Assam and Nagaland showed negative trends at a 99% significance level, Meghalaya and Mizoram showed a positive trend at a 99% significance level, while Arunachal Pradesh, Manipur and Tripura showed no significant trends 
Extreme rainfall    
Joshi & Rajeevan (2006)  India Rainfall data for 1901–2000, for 100 stations Most of the extreme rainfall indices for annual period and for southwest monsoon showed significant rising trends over Northwestern parts of Peninsula and the West Coast 
Rajeevan et al. (2008)  India High resolution daily gridded data for 1901–2004, 104 years Statistically significant long-term trend amounting to 6% per decade in frequency of extreme RF events 
Pattanaik & Rajeevan (2010)  India Long-term trend in extreme monsoon rainfall for 1951–2005 Average frequency of extreme RFs along with contribution of such events to monsoon season has shown a significant increasing trend. Rising contribution from extreme RF events is countered by falling trend in low RF events 
AuthorsStudy areaData periodOutcome
Singh et al. (2005)  Whole India Basin-scale area-averaged rainfall (RF) series for 1871–2000 Annual rainfall over Central Indian basins (Mahi, Sabarmati, Tapi, Narmada, Mahanadi and Godavari) had decreasing trend since the 1960s; some basins have an increasing trend: Ganga from 1993, Indus from 1954, Krishna from 1953, Cauvery from 1929, and Brahmaputra from 1998 
Rajeevan et al. (2006)  Whole India Monthly, seasonal and annual RF of 36 meteorological sub-divisions, 1901–2003 Break (active) periods during the monsoon season were identified and were comparable with those identified by earlier studies.
No evidence was found for any statistically significant trends in the number of break or active days during the period 1951–2003 
Ramesh & Goswami (2007)  Whole India 1951–2003 Falling trends in early and late monsoon RF and the number of rainy days 
Dash et al. (2007)  Whole India Monthly rainfalls, 1871–2002 Small increase in RF in winters (Jan and Feb), pre-monsoon (March to May) and post-monsoon (Oct. to Dec.). Summer monsoon RF showed small decreasing trend 
Guhathakurta & Rajeevan (2008)  Whole India Monthly, seasonal and annual RF of 36 meteorological sub-divisions, 1901–2003 For summer monsoon season, RF in three sub-divisions had significant decreasing trend. Trends over eight sub-divisions were significant and rising. Contribution of June, July and Sept. RF to annual RF was decreasing for few sub-divisions while that of August RF was increasing in few other sub-divisions 
Singh et al. (2008)  Nine basins in North-West and central India Data from 43 stations, 90 to 100 years in 20th century. Increasing trends in annual RF in majority of river basins, ranging from 2 to 19% of the mean per 100 years in over eight basins 
Kumar & Jain (2011)  Whole India Daily-gridded RF at 1° × 1° scale, for 1951–2004 Annual RF: 15 of 22 basins showed a falling trend; only one significant. Six basins showed increasing trend, one significant.
Monsoon RF increased over six basins; decreased over 16 basins, two significant.
Annual rainy days: four basins had increasing (non-significant) trend; 15 basins had decreasing trend, three significant 
Kumar et al. (2010)  Whole India Monthly RF 1871–2005 (135 years) for 30 met sub-divisions. Annual RF: 15 sub-div. showed rising trend, three significant; 15 sub-divisions showed falling trend, only one significant.
Most sub-div. showed very little change in RF in non-monsoon months.
Five main regions showed no significant trend in annual, seasonal and monthly RF.
For whole India, no significant trend in annual, seasonal, or monthly RF 
Pal & Al-Tabbaa (2011)  Whole India and Kerala state of India 1954–2003 Trends in seasonal precipitations have large regional variations. No significant trends found in annual or seasonal precipitation amount in various regions in India.
Precipitation has an increasing tendency in winter and autumn seasons, decreasing tendency in spring and monsoon seasons in Kerala state 
Subash et al. (2010)  Whole India 1889–2008 Annual, seasonal and monthly RF in five meteorological sub-divisions of Central North-East India showed a significant falling trend 
Kumar & Jain (2011)  22 river basins of India 1951–2004 Fifteen river basins had decreasing trend in annual rainfall; one basin had significant decreasing trend at 95% confidence level. Six basins had increasing rainfall trend, one basin showed a significant positive trend. Monsoon rainfall increased over six basins, decreased over 16 basins and decreasing trend for two basins was statistically significant.
Four river basins experienced increasing (non-significant) trend in annual rainy days; 15 basins had a decreasing trend in annual rainy days; such trend in three basins was statistically significant 
Subash & Sikka (2014)  Data of 36 meteorological sub-divisions of India 1904–2003 Increasing trend was seen in annual RF in all the homogeneous regions, except NE 
Taxak et al. (2014)  Wainganga river basin in India 0.5° × 0.5° resolution gridded rainfall for the period 1901–2012. Most grids showed falling annual RF, decreasing trend was significant only in seven grids. Increasing trend was observed in post-monsoon season but was not significant. Seven grids showed significant falling trend in monsoon RF. Reported 8.45% fall in annual RF during 1901–2012. 1948 was the most probable change year. Rising trend in RF in Wainganga basin during 1901–1948 but falling trend during 1949–2012 
Pingale et al. (2014)  33 urban centers in Rajasthan state of, India 1971–2005 Mann–Kendall test and Sen's slope estimator were used to examine trends in urban centers in an arid area. Both rising and falling trends were found. No geographical trend could be detected 
Panda & Sahu (2019)  Kalahandi, Bolangir and Koraput districts, Odisha 1980–2017 Examined long-term changes and short-term fluctuations in monsoon RF by using MK test and Sen's slope estimator. Statistically significant trends were detected. RF data showed a quite good increasing trend (Sen's slope = 4.034) for monsoon season 
Praveen et al. (2020)  Thirty-four meteorological sub-divisions Annual and seasonal rainfall data of 1901–2015 (115 years) Annual and seasonal variability was highest in sub-divisions (SD) of Western India, the lowest in Eastern and North India. MK test results showed that SDs of NE, South and Eastern India had significant negative trend, while SDs like Sub-Himalayan Bengal, Gangetic Bengal, Jammu & Kashmir, Konkan & Goa, and Marathwada showed positive trend. Change points were detected in between 1950–1966. Most SDs had increased variability and significant negative trend after change point 
Saini et al. (2020)  West Coast Plain and Hill Agro-Climatic Region of Western Ghats region 1901–2017 (117 years). Employed Modified Mann–Kendall's test, Linear Regression, Innovative Trend Analysis, Sen's Slope test, Weibull's Recurrence Interval, and other statistical techniques. RF trend was significant and falling for the months Jan., July, and Winter season; Aug., Sept. and winter season showed an increasing trend 
Singh et al. (2021)  36 districts of Maharashtra State of India, 1901–2018 (118 years) Significantly falling trends for pre-monsoon and winter RF in many districts. Both annual and seasonal RFs had rising and falling trends. Out of 185 series analyzed, 168 had some trend 
Bora et al. (2022)  Seven states of NE India 1901–2020 Modified MK test results revealed that annual RF in Assam and Nagaland showed negative trends at a 99% significance level, Meghalaya and Mizoram showed a positive trend at a 99% significance level, while Arunachal Pradesh, Manipur and Tripura showed no significant trends 
Extreme rainfall    
Joshi & Rajeevan (2006)  India Rainfall data for 1901–2000, for 100 stations Most of the extreme rainfall indices for annual period and for southwest monsoon showed significant rising trends over Northwestern parts of Peninsula and the West Coast 
Rajeevan et al. (2008)  India High resolution daily gridded data for 1901–2004, 104 years Statistically significant long-term trend amounting to 6% per decade in frequency of extreme RF events 
Pattanaik & Rajeevan (2010)  India Long-term trend in extreme monsoon rainfall for 1951–2005 Average frequency of extreme RFs along with contribution of such events to monsoon season has shown a significant increasing trend. Rising contribution from extreme RF events is countered by falling trend in low RF events 

The outcomes of some studies have been mentioned only in terms of rising and falling trends and their magnitude; some authors had also commented on the statistical significance of the trend. In most cases, Mann–Kendall (MK) test and Sen's slope method have been employed. A few studies have also tried to detect change points. In general, no consistent and statistically significant trends were detected for the whole nation or larger regions. This is not surprising because when the average rainfall values are computed for a larger region, the fluctuations tend to even out and trends are seen only when the underlying processes have changed substantially. Regarding the rainfalls in individual river basins or months, no consistent change in pattern (spatial or temporal) is emerging but broadly the studies report that rainfall in the months of July and August appears to be declining and that in September is rising.

Regarding extreme rainfalls, the outcomes of the various studies are more or less in agreement. The frequency of extreme rainfalls and their contribution to rainfalls have shown an increasing trend which is significant in many cases. Furthermore, the trend in low rainfall events has also been reported. Duan et al. (2016) studied spatiotemporal evaluation of the changes in floods and associated socioeconomic damage in China over the last century. In China, the Yangtze River basin accounted for about 27% of all floods, followed by the Huaihe River basin (13% of the floods) in the 20th century. Floods with small return periods (5–10 years) have caused most flood damages in recent times. Agriculture areas affected by floods exhibited a significant uptrend from 1950 to 2013 and due to the combined effects of climate change and rapid urbanization, the risks of flooding had increased.

The Gini coefficient is a measure of statistical dispersion. It is used in economics to represent the wealth inequality within a group. A Gini coefficient of 0 reflects perfect equality, where everyone has the same income. In contrast, a Gini coefficient of 1 shows maximal inequality, or within a group, a single individual has all the income. Duan et al. (2022) presented an analysis of the impacts of anthropogenic forcing on the temporal increase in the unevenness of precipitation amount, intensity, and extremes at national and regional scales in China. The anthropogenic influence was found to increase the temporal variation of precipitation extremes, especially in southern China. Projections of most future precipitation indices show an increasing trend in precipitation variability with time in most regions of China under most future scenarios. Except for Southern China and Yunnan Province, the R95p index (the index showing the total rainfall per year from days with rainfall above the 95th percentile daily rainfall total) has a significant decrease in the future, and the largest decrease is up to about 30% in North-West China under the SSP370 scenario (Duan et al. 2022).

The IPCC (Arias et al. 2021) has concluded that in many cases, the future changes in frequency and intensity of extreme events can be linked with the magnitude of future projected warming. They noted that since the 1950s, changes in climate extremes have been widespread; global-scale extreme precipitation is likely to have intensified. The IPCC suggests that it is extremely likely that human influence is the main contributor to the observed increase (decrease) in the likelihood and severity of hot (cold) extremes. Furthermore, the IPCC notes ‘the frequency of extreme precipitation events in the current climate will change with warming, with warm extremes becoming more frequent (virtually certain), cold extremes becoming less frequent (extremely likely) and precipitation extremes becoming more frequent in most locations’. The trends are likely to intensify in the future.

The association between El Niño Southern Oscillation (ENSO) and rainfall over India in the monsoon season has also drawn the attention of Indian researchers. Kothawale et al. (2010) found a strong correlation between ENSO events and deficiency in monsoon rainfall. Around 60% of major droughts in India have taken place in the years when ENSO took place. In contrast, La Niña events have been found to be associated with higher monsoon rainfall and cooling.

IPCC (2007), in the fourth assessment report, remarked about a ‘notable lack of geographical balance in the data and literature on observed changes, with marked scarcity in developing countries’. Data availability in developing countries has improved over time and the number of studies has also risen. However, much more progress is needed on both fronts to overcome the lack of data and the absence of more critical analysis.

With the above background, the aim of the present study was to analyze changes in observed long-term rainfall data series for the whole of India, for five homogenous regions, and for selected sub-divisions by using conventional and emerging statistical tools. We have subdivided change detection into several components: (a) identification of change points in the data series, (b) trend analysis to detect the presence of a trend, its magnitude, and statistical significance, (c) study of variabilities and trends in various components of the data series by using the wavelet analysis, and (d) attribution to find the reason behind the changes.

The present study has used long-term precipitation data for India. India is a large country with a high population. The country has huge variations in land use and cover, soil, vegetation, water resources, climate and so on. A range of actions are being taken by Indian water managers to manage water and land resources to meet ever-increasing water and food demands and mitigate disasters. These actions are causing widespread changes in land use and hydrology of the country. These changes along with the changes in climate are inducing changes in climatic variables. Climatic processes have teleconnections and the changes taking place over a large region do affect the climate at near and far places. Due to this reason, the global scientific community would be interested in knowing what is happening to the climate in India and what are its implications on the global climate. The present work aims to fulfill this need.

The data used in this study were taken from a report published by Kothawale & Rajeevan (2017). This report documented area-weighted rainfall time series for the whole of India and for its five homogeneous regions in units of 10th of mm. The data were picked from India Meteorological Department (IMD) database and other sources. After screening the available data, 306 rain gauge stations, one from each district in the plain regions of India and distributed fairly uniformly over the country, were selected and the data of these rain gauges were used by Kothawale & Rajeevan (2017). It was ensured that the non-homogeneous records were excluded and data of only those stations that are reliable were used. These data were then used to construct area-averaged rainfall series. Kothawale & Rajeevan (2017) noted that four sub-divisions fall in the hilly Himalayan regions and the rain gauge network in these sub-divisions was inadequate. Hence, data for these sub-divisions were not considered further. Thus, the contiguous area is considered to cover about 90% of India's total area. The data series had some gaps and attempts were made to fill these by using the information from other data-collecting agencies. The remaining data gaps were filled by multiplying the sub-division rainfall by the ratio of station mean rainfall and sub-division mean rainfall for the month. The spatial pattern of the mean summer monsoon rainfall map based on data for 306 stations was in good agreement with the map of normal rainfall prepared by IMD on the basis of about 3,000 rain gauge stations.

The quality and homogeneity of the obtained data were examined critically. After filling in the missing rainfall values, for most of the stations, more than 93% of the data were available. However, for very few stations, the data series had some gaps. Missing monthly rainfall values were estimated by the following equation:
(1)
where Rstn(i, j) is the station rainfall, RSD(i, j) is the sub-divisional rainfall, Rstn(j) is the station mean rainfall, RSD(j) is the sub-divisional mean rainfall, i is the year, and j is the month. Quality control measures were also implemented to identify outliers and errors in data and apply corrections.

Kothawale & Rajeevan (2017) have described a quality control procedure wherein suspicious values were checked and corrected, if necessary. Weighted average monthly rainfalls for a sub-division were computed by using the areas of each district as weights. Likewise, to compute weighted average monthly rainfalls for a homogeneous region, the areas of each sub-division were used as weights. Finally, to compute the weighted average monthly rainfalls for the whole of India, the areas of each sub-division (total 30) were used as weights.

The length of the rainfall data series is 146 years, covering the period 1871–2016. Figure 1 contains a map of India showing five homogenous regions: North-West, Central North-East (NE), NE, West Central, and Peninsular (Kothawale & Rajeevan 2017). Among the homogenous regions, the NE region received the highest rainfall for the period under study. The wettest place on the Earth, Mausynram (earlier Cherrapunji) is located in this region. The North-West region is the driest region of India; some places in this region receive as low as about 150 mm of rainfall per year.
Figure 1

Map of India showing different homogenous regions: North-West, Central NE, NE, West Central, and Peninsular. Source: Kothawale & Rajeevan (2017). The numbers 1–36 are the identifiers of river basins.

Figure 1

Map of India showing different homogenous regions: North-West, Central NE, NE, West Central, and Peninsular. Source: Kothawale & Rajeevan (2017). The numbers 1–36 are the identifiers of river basins.

Close modal

Here, the results of the analysis carried out for the average rainfall for the whole of India and for five homogeneous regions are presented. Analysis was carried out for the annual series and the summer monsoon season, the season that receives the highest rainfall. Data from homogeneous regions and sub-divisions that showed significant trends were also analyzed closely.

Preliminary data processing

Table 2 gives key statistical parameters for rainfall series for All India and five homogenous regions. It is noted that the NE region receives the highest rainfall followed by Central NE India. The depth of average rainfall for the NE region is nearly double compared to the average rainfall for the whole of India whereas the depth of rainfall for North-West India is nearly 50% of the same for the whole of India. North-West India also has the highest variability (in terms of the coefficient of variation) among all the regions, nearly 2.7 times that for All India. It is noted from Table 2 that none of the annual data series had any significant lag-1 correlation.

Table 2

Key statistical parameters for annual rainfall series for All India and five homogenous regions

ParameterNorth-West IndiaWest Central IndiaNE IndiaCentral NE IndiaPeninsular IndiaAll India
Average (mm) 547.6 1,074.7 2,051.2 1,190.7 1,162.8 1,085.9 
Standard deviation (mm) 136.8 141.2 185.1 133.6 137.3 101.3 
Coeff. of variation 0.2499 0.1314 0.0902 0.1122 0.1181 0.093 
Min. value (mm) 175.5 593.3 1,576.4 827.5 705.2 810.9 
Max. value (mm) 1,057.2 1,443.3 2,504.4 1,605.5 1,567.7 1,347.0 
Correlation at lag-1a −0.055 0.0262 0.0794 −0.0325 0.0462 −0.009 
ParameterNorth-West IndiaWest Central IndiaNE IndiaCentral NE IndiaPeninsular IndiaAll India
Average (mm) 547.6 1,074.7 2,051.2 1,190.7 1,162.8 1,085.9 
Standard deviation (mm) 136.8 141.2 185.1 133.6 137.3 101.3 
Coeff. of variation 0.2499 0.1314 0.0902 0.1122 0.1181 0.093 
Min. value (mm) 175.5 593.3 1,576.4 827.5 705.2 810.9 
Max. value (mm) 1,057.2 1,443.3 2,504.4 1,605.5 1,567.7 1,347.0 
Correlation at lag-1a −0.055 0.0262 0.0794 −0.0325 0.0462 −0.009 

aThe correlations will be significant if they fall beyond the limits (–0.1430 to 0.1292).

For visual appreciation of the magnitudes of RF and variabilities, the time series of annual data have been plotted in Figure 2. As expected, rainfall in India has high spatial variability and different regions have different variabilities. Furthermore, the years/periods of high and low RF do not occur around the same time. As noted above, the plots also confirm that the North-West region has the highest variability in RF in India.
Figure 2

Time series of annual rainfalls for All India and five homogenous regions. Note: rainfall data are in units of 10th of mm.

Figure 2

Time series of annual rainfalls for All India and five homogenous regions. Note: rainfall data are in units of 10th of mm.

Close modal

Trend lines were fitted to the plotted data of annual and monsoon season (also called JJAS, using the initial letters of the months of monsoon season: June–July–August–September) series to identify the linear trends. Among the annual data series, the series for All India, West Central region, Central NE region, and NE region, showed declining trends whereas the series for the North-West region and Peninsular region showed rising trends. The NE India region has shown the highest declining trend, followed by Central NE India. Regression analysis showed that the trends in the annual and monsoon series for these two regions are statistically significant at 5% significance level. The time series for Peninsular India shows a small rising trend. However, besides the NE and Central NE regions, no statistically significant trend at 5% significance level was detected in the annual series for All India or any other region.

Next, autocorrelations were computed for lag-1 to lag-12 for the various series. The significance of the autocorrelation coefficients can be determined by the limits computed by Equation (2) (Araghi et al. 2015):
(2)
If the autocorrelation coefficients (r) are within the interval computed by Equation (2), one can assume that the series does not have a significant autocorrelation. The correlogram up to lag 12 for the AII India annual average rainfalls has been plotted in Figure 3. It is noticed that in this case, all the autocorrelations are well within the limits (−0.1430 to 0.1292) computed by Equation (2). Hence, we can conclude that none of the annual data series has a significant autocorrelation at a 5% significance level. Bayazit & Onoz (2007) suggested that no pre-whitening of the data series is necessary if the sample size is large (n ≥ 50).
Figure 3

Plot of correlogram for All India average annual rainfall for lag 1–lag 12.

Figure 3

Plot of correlogram for All India average annual rainfall for lag 1–lag 12.

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Change analysis of time series of hydro-meteorological data aims at finding many features: the magnitude of trend in a data series and its statistical significance, change points in the mean, variance, and distribution of the data. Trend analysis helps understand the historical variations and predicts the future values of the variables. It also helps in preparing plans to check the impacts of adverse changes or to exploit the opportunities arising due to the changes that are likely to be beneficial, e.g., increased rainfall in drought-prone areas. This topic has attracted the attention of a large number of researchers and numerous publications have described the results of various studies. Kundzewicz & Robson (2004) and Sonali & Nagesh Kumar (2013) have discussed in detail the trend detection methods for hydro-meteorologic data.

Changes in a precipitation data series can manifest in different ways – overall rising and falling trends in the data series, changes in mean and other statistical properties, change points in the series, and changes in the components of the data series. Since most trend detection methods try to find the changes in only one property of the data series, it is necessary to apply different methods to detect changes in the properties.

Statistical methods have been used with different variants, for the sake of clarity and completeness the various methods used in this study are briefly discussed next.

Regression analysis

Linear regression analysis is a parametric method that assumes that the hydro-meteorological data series has a linear trend. In regression analysis, time is the independent variable and the hydrologic data is the dependent variable. Sometimes, in place of the hydro-meteorological data, anomalies, or the series of deviations from the mean, are used. In regression analysis, the following linear equation is fitted to the data:
(3)
where b is the intercept and a is a coefficient representing trend or slope. The parameters a and b are commonly determined by the method of least-squares. Here, the slope of the line indicates the rate of change (rise/fall) in the values of the variable with time, its statistical significance is tested by the Student's t-test or Z-test (Haan 2002). A positive/negative value of a implies an increasing/decreasing trend of the variable y.

Tests to identify change points in a series

The Pettitt (1979) method is a rank-based nonparametric test, which is used to detect abrupt changes in a time series of data. The Pettitt test uses the Mann–Whitney statistic to check if the two samples (before and after the change point) have indeed come from the same distribution. It tries to identify the change point that maximizes the test statistic. In the Pettitt test, serial correlation in the series is ignored. The magnitude of the change is the median difference between all the pairs of observations where the first sample pertains to pre-change data and the second is after the occurrence of change point. The computational procedure has been described by, among others, Pettitt (1979) and Jaiswal et al. (2015). Many studies have applied the Pettitt change for change point detection. Zarenistanak et al. (2014) used the Pettitt test for change point detection in annual and seasonal precipitation and temperature series over southwest Iran. Jaiswal et al. (2015) used the Pettitt test for monthly, seasonal, and annual historical series of different climatic variables of a city. Mallakpour & Villarini (2016) examined the sensitivity of the Pettitt test to detect abrupt changes in mean.

The variance-based nonstationarity methods attempt to detect the place(s) where a significant change in the standard deviation or variance of the data has taken place. The Mood and Lombard Mood tests fall in this category. Distribution-based nonstationarity methods attempt to detect the location(s) where a significant change in the underlying distribution of the data has taken place. Two types of changes can take place: the distribution remains the same but the parameters change, or the probability distribution itself changes. The Kolmogorov–Smirnov and Cramer-Von-Mises test come in this category. Zhou et al. (2022) have applied many of these tests to perform detailed change detection of the rainfall data of Norway.

We suggest that change point detection should be carried out at the beginning of any trend/change detection study and if a significant change point is found, the data series (of sufficient length) after the change point should be used to detect trends. The trends in the data series before the change would not have much relevance for future projections.

Sen's method to estimate the magnitude of trend

To calculate the magnitude of the trend in a time series, two groups of methods are used: parametric and nonparametric. The parametric methods assume that the data follows a normal distribution. Nonparametric tests are employed in trend analysis when parametric tests are not suitable. Most nonparametric tests rank the data and check the distribution for unusual behavior. A parametric test has greater statistical power which means that the test is more likely to detect significant differences if they truly exist. Some situations when a nonparametric test is employed include when the distribution is not normal or is not known or the sample size is small.

The Sen's estimator method (Sen 1968) is a nonparametric method that has been used extensively to compute the magnitude of the trend in hydro-meteorological data series (Partal & Kahya 2006; Kumar et al. 2010; Jain & Kumar 2012). In Sen's method, slopes (Ti) of all data pairs are computed by:
(4)
where xj and xk are the values of the variable at index j and k, respectively, and j > k. The median of the N values of Ti is Sen's estimator of slope β whose value is computed as:
(5)

If the time series has an increasing trend, β will have a positive value and a falling trend in the time series will yield a negative value of β.

MK test to identify trend and its significance

In addition to magnitude, it is also necessary to determine if the detected trend is significant or not. To find out the statistical significance of the trend, the MK test (a nonparametric test) is commonly employed (Douglas et al. 2000; Burn et al. 2004).

The MK test checks the validity of the null hypothesis of no trend against the alternative hypothesis that the time series has a rising or falling trend. The MK test is helpful in detecting deterministic trends and this test makes only a few assumptions: the likely trend in the data may be linear or nonlinear. The MK test does not assume the underlying statistical distribution. However, the MK test is not robust when the series has high autocorrelation. Yue et al. (2002) reported that the existence of serial correlation alters the variance of the estimate of the Mann–Kendall (MK) statistic, and the presence of a trend alters the estimate of the magnitude of serial correlation. If the data has positive autocorrelation, the probability of detecting trends by the MK method when actually none exist increases. Hamed & Rao (1998) presented a variance correction approach for autocorrelated data. A modified equation was proposed to compute the variance of S and it was shown that the accuracy of the modified test was superior to that of the original MK test without any loss of power. Wang et al. (2020) noted that the power of the MK test is a monotonically increasing function of the sample length. In autocorrelated series, pre-whitening is often suggested to remove autocorrelation. However, Razavi & Vogel (2018) noted that if the attention is focused on the pre-whitened hydroclimatic series, it can be misleading because it leads to a loss of important information contained in the time series.

Sen's innovative trend detection method

Sen (2012) presented a trend detection method based on the concept that if two time series that have identical statistical properties are plotted against each other, the data will fall on a straight line with 45° slope or 1:1 line and this will be the case independent of their underlying distributions, serial correlation and data length. If all the data fall on the 45° line, it indicates that the time series does not have a trend. While plotting the graphs, the data are sorted in order of their magnitude and accordingly fall along the 45° line. One way to implement this concept is by dividing a time series of data into two equal parts and the first half of the data are plotted against the second half. If the points are scattered on either side of the 45° line, it indicates that a non-monotonic increasing or decreasing trend is present in the time series at different temporal scales.

Sen (2012) noted that if the cluster of data points is closer to the 45° line, it shows the presence of a weaker trend magnitude. If the plot of data points appears along a line that is parallel to the 1:1 line, the time series is likely to have a monotonic trend. This method has been used in some studies, e.g., Kişi et al. (2018). However, Serinaldi et al. (2020) have raised concerns about this method noting that the graphs drawn in this method are equivalent to well-known two-sample quantile–quantile plots. They conclude that overall, this method suffers from a number of theoretical inconsistencies affecting its derivation, formulas, and interpretation.

In view of the concerns about the theoretical soundness of this method, it was not pursued in this study.

Wavelet decomposition to extract trends in various components of a series

The wavelet technique is very useful to analyze a series of data at different time and frequency resolutions. It is used to decompose data series into various components. However, the wavelet cannot directly identify trend significance. Wavelets have become an effective and widely used tool in a range of applications including time series analysis. A wave is a real-valued function and this function is defined over the complete real range. A wavelet can be visualized as a wave-like oscillation which is localized in time. As the name suggests, a wavelet is a smaller version of a wave; it has finite magnitude over some defined finite interval; beyond this interval, the value of a wavelet is (very close to) zero. The value of a wavelet function oscillates about zero and the amplitudes of the oscillations do not vary much over the entire range.

A function ψ(.) will be called a wavelet if it satisfies three conditions: (a) ψ(.) must integrate to 0; (b) ψ2(.) must integrate to 1; and (c) ψ(.) must be ‘admissible’; this condition rules out certain functions from its domain (Percival et al. 2004).

Wavelet transform (WT) is a technique to analyze the characteristics of a time series in time-frequency domain. WT can be classified into two main groups – discrete wavelet transform (DWT) and continuous wavelet transform (CWT). DWT commonly uses dyadic calculations where the wavelet coefficients are calculated by the equation given next (Partal & Kahya 2006; Potočki et al. 2017):
(6)

Here, ψ is the mother wavelet. Coefficients a and b indicate the amount of dilation (scale factor) and translation of the wavelet, respectively.

The first task in wavelet transformation is to determine the level of decomposition of the given wave. If a wave is decomposed in too fine details, a large quantity of data will be generated which may not provide much insight into the problem. The level of details into which data are decomposed also depends on which mother wavelet is used. de Artigas et al. (2006) proposed the following equation to determine the maximum decomposition level, L:
(7)
where v represents the number of vanishing moments of a Daubechies (db) wavelet, and n is the number of data points. For annual and seasonal data series, three levels of decomposition have been found to be adequate (Pandey et al. 2017) for the commonly used Daubechies wavelets (db6–db10). Pandey et al. (2017) suggested the use of smoother db wavelets (db5–db10) for trend analysis of the annual and seasonal time series. Smoother wavelets were used in the current study since the trends in hydro-meteorological data are likely to be gradual because of the slowly changing nature of the driving processes. Among the various db wavelets, a particular one can be selected based on the mean relative error (MRE) (de Artigas et al. 2006). MRE can be computed as:
(8)
where xj is the original variable and aj is the approximate value of xj.

After decomposing the series into various components, statistical tests were employed to detect the presence of trends and Sen's slope for the various components of the rainfall data series.

Researchers have developed a wide variety of wavelet forms which are used in different problems. These wavelet forms include the Daubechies wavelet, the Haar wavelet, and the Legendre wavelet. Here, the Daubechies (db) wavelet was employed since it is one of the most commonly used mother wavelets for analysis of hydro-meteorological data (Pandey et al. 2017) and is said to be ‘smooth’. Smooth wavelets were employed here since the trends in rainfall series are expected to be moderate. Among the different forms of the Daubechies wavelet, db5–db10 (Pandey et al. 2017) were used in this study. To select among the best Daubechies wavelet from the group db5–db10, the mean relative error (MRE) criterion (de Artigas et al. 2006; Joshi et al. 2016) was employed. MRE can be computed by Equation (6).

Taking into consideration the above-mentioned advantages and limitations of various methods in analyzing the characteristics of a time series, a combination of the method was used in this study. The regression lines were fit to the data to determine the overall trend. The Pettitt test was applied to detect change points in the series. We applied the MK test and Sen's slope method to identify the trend and its magnitude and the Mood test to detect changes in variance. The Change Point Method (CPM) package in R language, developed by Ross (2015) and Friedman et al. (2016) was used for the Pettitt test, MK test, and to compute Sen's slope. More details about the tests and CPM have been given by Ross (2015) and Friedman et al. (2016). For wavelet analysis, Matlab (https://matlab.mathworks.com/) routines were used.

The results are presented corresponding to the framework of the methods used (described in Section 3).

Identification of change points by the Pettitt test – All India and homogenous regions

First, change points in the data series for All India and Homogenous regions at annual and monsoon season scales were identified by using the Pettitt test and the results are given in Table 3. Change points were found to be significant in three cases only – Central NE India – monsoon season and NE India for both annual and monsoon. For most regions, the year of change corresponds to 1957 to 1965; for the data series of North-West India region, the change year corresponds to 1942. It is conjectured that the period 1950 to 1965 was the time when many large industries were set up in India and many water resources projects (dams and diversions) were constructed. In order to feed the rising population, much emphasis was given to increasing agricultural production by expanding agricultural areas and irrigation. Such changes might be one of the reasons behind the changes in the processes that impact rainfall. Of course, the rainfall in a region also depends on teleconnections. More about this topic will be discussed in the attribution section.

Table 3

Results of the Pettitt test for All India – annual and monsoon rainfall series

RegionChange point
Locationp-value
All India – Annual 94 0.5063 
 Monsoon data series 94 0.2993 
North-West – Annual 71 0.4917 
 Monsoon data series 71 0.7149 
West Central – Annual 94 0.2777 
 Monsoon data series 94 0.3144 
Central NE – Annual 93 0.1004 
 Monsoon data series 94 0.0474a 
Peninsular – Annual 44 0.7333 
 Monsoon data series 75 0.7249 
NE – Annual 86 0.008a 
 Monsoon data series 86 0.005a 
RegionChange point
Locationp-value
All India – Annual 94 0.5063 
 Monsoon data series 94 0.2993 
North-West – Annual 71 0.4917 
 Monsoon data series 71 0.7149 
West Central – Annual 94 0.2777 
 Monsoon data series 94 0.3144 
Central NE – Annual 93 0.1004 
 Monsoon data series 94 0.0474a 
Peninsular – Annual 44 0.7333 
 Monsoon data series 75 0.7249 
NE – Annual 86 0.008a 
 Monsoon data series 86 0.005a 

aSignificant at 5% significance level.

Continuing the analysis, Table 3 also shows the average values of the series before and after the change points for all regions and for All India. The changes in average values can be easily noticed in the table. Except for two cases, the average values before the change points are higher than the average values after the change point. Subsequently, Sen's slope and MK test were applied to the series after the change point since the behavior of the series subsequent to change point is more important and relevant.

Trend analysis of annual and monsoon season rainfall data series by the MK test and Sen's slope

The annual data series and the monsoon season or JJAS series for the whole of India as well as for five homogenous regions were subjected to the MK test; Sen's slope values were also computed for all the series. Trends were examined in a two-tailed test at 5% significance level for which the standard Z-value is ±1.96. The results of the test are presented in Table 4.

Table 4

Change point location, Sen's slope, and MK test results for All India – annual and seasonal rainfall series – data from change point to the end

RegionChange point locationSen's slopeMK test: p- and Z-value
p-valueZ-value
All India – Annual 94 1.73 0.872 0.161 
 Monsoon 94 −2.38 0.662 −0.437 
North-West– Annual 71 −3.404 0.631 −0.48 
 Monsoon 71 −4.139 0.504 −0.668 
West Central– Annual 94 3.29 0.848 0.192 
 Monsoon 94 3.707 0.842 0.199 
Central NE– Annual 93 −5.0 0.777 −0.284 
 Monsoon 94 −8.92 0.457 −0.744 
Peninsular– Annual 44 −0.394 0.936 −0.079 
 Monsoon 75 −4.66 0.389 −0.86 
NE– Annual 86 −12.431 0.433 −0.784 
 Monsoon 86 −14.427 0.127 −1.525 
RegionChange point locationSen's slopeMK test: p- and Z-value
p-valueZ-value
All India – Annual 94 1.73 0.872 0.161 
 Monsoon 94 −2.38 0.662 −0.437 
North-West– Annual 71 −3.404 0.631 −0.48 
 Monsoon 71 −4.139 0.504 −0.668 
West Central– Annual 94 3.29 0.848 0.192 
 Monsoon 94 3.707 0.842 0.199 
Central NE– Annual 93 −5.0 0.777 −0.284 
 Monsoon 94 −8.92 0.457 −0.744 
Peninsular– Annual 44 −0.394 0.936 −0.079 
 Monsoon 75 −4.66 0.389 −0.86 
NE– Annual 86 −12.431 0.433 −0.784 
 Monsoon 86 −14.427 0.127 −1.525 

It is noted from this table that there are rising and falling trends in various series during the annual and monsoon seasons. However, the falling trends dominate indicating that the decline in rainfalls is quite widespread. But none of these trends were found to be statistically significant at 5% significance level as the p-value in all cases was more than 0.05. Furthermore, Sen's slope values for the annual data series were found to vary over the range from −12.231 to 3.29. Specifically, annual data for the NE region and the Central NE region showed high Sen's slope, meaning thereby large declining trends in the rainfalls for these regions. For the monsoon season, the Sen's slope varied from −14.427 to 3.707. Sen's slope values for the monsoon data series for the NE and the Central NE regions are quite high, indicating that the declining trends in the annual rainfall series are largely due to a reduction in the monsoon rainfalls.

Trend analysis of sub-division data series showing large changes

Each homogenous region is composed of several sub-divisions whose rainfall data at annual and seasonal scales were available. Based on the Sen's slope, 14 sub-divisions having a high value of Sen's slope were identified and their annual and monsoon season data were used for change point and trend analysis in the similar fashion as for the homogenous regions. Results of the Pettitt change point test, MK test and Sen's slope are presented in Table 5. It is noted from Table 5 that out of 14 sub-divisions, only four sub-divisions have a positive value of Sen's slope which indicates rising rainfalls. Sen's slope values for 10 sub-divisions are negative, meaning thereby that the rainfalls are falling and this behavior is pervasive. The magnitude of positive values of Sen's slope for the annual data varied from 3.92 to 27.8; the negative values ranged from −1.83 to −45.6; for the monsoon season, the negative values ranged from −3.0 to −44.0.

Table 5

Change point location, Sen's slope, and MK test results for annual and monsoon rainfall series selected sub-divisions

Sub-divisionRegionChange point locationSen's slopeMK test: p- and Z-value
p-valueZ-value
Assam & Meghalaya–monsoon NE 86 −17.7 0.279 −1.081 
Annual −24.7 0.238 −1.178 
Nagaland, Manipur, Mizoram & Tripura (NMMT) – monsoon NE 86 −28.59 0.0146a 2.442 
Annual −44.0 0.027a 2.217 
Sub-Himalayan West Bengal & Sikkim – monsoon NE 86 3.92 0.875 0.158 
Annual 3.43 0.923 0.0972 
Gangetic West Bengal – monsoon NE 96 −1.83 0.918 −0.103 
Annual 11 0.711 0.371 
Orissa – monsoon Central NE 96 27.8 0.115 1.578 
Annual 36.89 0.069a 1.819 
Jharkhand – monsoon Central NE 83 −5.19 0.639 −0.469 
Annual 5.37 0.669 0.434 
Bihar – monsoon Central NE 52 −4 0.576 −0.559 
Annual −3 0.690 −0.399 
East Uttar Pradesh – monsoon Central NE 115 −37.74 0.212 −1.249 
Annual −45.6 0.243 −1.168 
West Uttar Pradesh – monsoon Central NE 115 −26.98 0.390 −0.859 
Annual −34.8 0.178 −1.346 
East Madhya Pradesh – monsoon West Central 91 −19.88 0.358 −0.919 
Annual −11.25 0.011 −2.53 
Chhatisgarh – monsoon West Central 91 5.7 0.661 0.438 
Annual 9.61 0.636 0.475 
East Rajasthan – monsoon North-West 24 −18.29 0.061 −1.874 
Annual −14.35 0.214 −1.242 
Kerala – monsoon North-West 92 −45.03 0.201 −1.278 
Annual −13.43 0.772 −0.29 
Saurashtra – monsoon Peninsular 132 5.43 0.921 0.099 
Annual Whole series 4.182 0.271 1.102 
Sub-divisionRegionChange point locationSen's slopeMK test: p- and Z-value
p-valueZ-value
Assam & Meghalaya–monsoon NE 86 −17.7 0.279 −1.081 
Annual −24.7 0.238 −1.178 
Nagaland, Manipur, Mizoram & Tripura (NMMT) – monsoon NE 86 −28.59 0.0146a 2.442 
Annual −44.0 0.027a 2.217 
Sub-Himalayan West Bengal & Sikkim – monsoon NE 86 3.92 0.875 0.158 
Annual 3.43 0.923 0.0972 
Gangetic West Bengal – monsoon NE 96 −1.83 0.918 −0.103 
Annual 11 0.711 0.371 
Orissa – monsoon Central NE 96 27.8 0.115 1.578 
Annual 36.89 0.069a 1.819 
Jharkhand – monsoon Central NE 83 −5.19 0.639 −0.469 
Annual 5.37 0.669 0.434 
Bihar – monsoon Central NE 52 −4 0.576 −0.559 
Annual −3 0.690 −0.399 
East Uttar Pradesh – monsoon Central NE 115 −37.74 0.212 −1.249 
Annual −45.6 0.243 −1.168 
West Uttar Pradesh – monsoon Central NE 115 −26.98 0.390 −0.859 
Annual −34.8 0.178 −1.346 
East Madhya Pradesh – monsoon West Central 91 −19.88 0.358 −0.919 
Annual −11.25 0.011 −2.53 
Chhatisgarh – monsoon West Central 91 5.7 0.661 0.438 
Annual 9.61 0.636 0.475 
East Rajasthan – monsoon North-West 24 −18.29 0.061 −1.874 
Annual −14.35 0.214 −1.242 
Kerala – monsoon North-West 92 −45.03 0.201 −1.278 
Annual −13.43 0.772 −0.29 
Saurashtra – monsoon Peninsular 132 5.43 0.921 0.099 
Annual Whole series 4.182 0.271 1.102 

aSignificant at 5% significance level.

Annual rainfall data series for selected sub-divisions have been plotted in Figure 4. Widespread declining trends are visible in these graphs.
Figure 4

Plots of annual rainfall data series for selected sub-divisions.

Figure 4

Plots of annual rainfall data series for selected sub-divisions.

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Trend analysis of components of data series by using a wavelet decomposition approach

As mentioned earlier, smooth wavelets were employed in this study to model the data series since the trends in rainfall series are expected to be moderate. Among the different forms of the Daubechies wavelet, db5–db10 (Pandey et al. 2017) were used in this study. To select among the best Daubechies wavelet from the group db5–db10, the mean relative error (MRE) criterion (de Artigas et al. 2006; Joshi et al. 2016) was employed. MRE was computed by Equation (6).

The computed values of MRE for the data of various regions are given in Table 6; minimum values of MRE for a particular data set are shown in bold numbers. The computed values of MRE show that the db9 wavelet had the lowest value of MRE for annual RF for All India and two other regions and db5, db6, and db10 had the lowest MRE values for one region each. However, the MRE values for db9 for these regions were only marginally inferior to the best value and hence db9 wavelet was used for all the regions.

Table 6

Computed values of MRE for annual All India and regional data series

Time scaleMRE for
db5db6db7db8db9db10
All India – Annual 0.0685 0.0693 0.0680 0.0695 0.0675 0.0695 
North-West India– Annual 0.2074 0.2099 0.2063 0.2094 0.2057 0.2099 
West Central India 0.1007 0.1001 0.0999 0.1009 0.0995 0.1012 
Central –NE India 0.0845 0.0835 0.0841 0.0838 0.0836 0.0840 
Peninsular India 0.0887 0.0928 0.0889 0.0919 0.0894 0.0909 
NE India 0.0622 0.0620 0.0627 0.0616 0.0634 0.0612 
Time scaleMRE for
db5db6db7db8db9db10
All India – Annual 0.0685 0.0693 0.0680 0.0695 0.0675 0.0695 
North-West India– Annual 0.2074 0.2099 0.2063 0.2094 0.2057 0.2099 
West Central India 0.1007 0.1001 0.0999 0.1009 0.0995 0.1012 
Central –NE India 0.0845 0.0835 0.0841 0.0838 0.0836 0.0840 
Peninsular India 0.0887 0.0928 0.0889 0.0919 0.0894 0.0909 
NE India 0.0622 0.0620 0.0627 0.0616 0.0634 0.0612 

Note: Bold values indicate the minimum value for a particular region.

Next, the annual and monsoon time series were decomposed into one approximate (A3) component and three detailed components (D1, D2, and D3) by use of wavelet transformation. A detailed component represents dyadic fluctuations at the 2n level; here n represents the level of the detailed component. For annual or seasonal series, components D1, D2, and D3 represent 21 year (or 2 year), 22 year (or 4 year), and 23 year (or 8 year) period, respectively. Furthermore, the approximate component of transformation represents the low-frequency part of the series. It is the high-scale component of the series, and it shows the key points of the series to lose minimum potential information (He et al. 2016). Note that the approximate component has less variability as the high-frequency information has been filtered away from the signal.

Here, detailed results of the analysis of four different time series are presented: All India annual, All India monsoon, NE Annual, and NE monsoon. Figure 5 shows the decomposed series for the All India annual RF time series by following the db9 Daubechies wavelet decomposition. The topmost graph of Figure 5 shows the approximate component and the other three graphs show the detailed components. Here, the x-axis represents years, beginning from year 1 which corresponds to 1871. The approximate component of the series shows that portion of rainfall that is attributable to averages on a scale of 16 years. Very slow variation over a somewhat narrow range is seen for this component. The next three graphs are the detailed series, D1, D2, and D3. These graphs help in what is termed multi-resolution analysis (MRA) (see Rhif et al. 2019). Since the wavelet decomposition is an additive splitting, the sum of the components will yield the exact values of the original data.
Figure 5

Decomposed components – A3, D1, D2, and D3 of All India annual rainfall time series.

Figure 5

Decomposed components – A3, D1, D2, and D3 of All India annual rainfall time series.

Close modal

Examination of the wavelet components helps in better appreciation of variabilities and trends. For example, the periods of high and low variabilities can be easily demarcated in the approximate series A3. In Figure 5, A3 series displays low variability between years 50 and 90. Components D1 and D2 have rapid fluctuations over a narrow range and D3 shows slightly slower fluctuations over a still narrow range. Detailed D1 series shows high variabilities almost throughout and extreme fluctuations are seen around year 48. Fluctuations are progressively damped moving from D1 to D2, and then to D3. Note that in the D1, D2 and D3 series, the values vary over a small range. Thus, MRA enables to identify some localized features of data that are of interest in water resources management.

Figure 6 shows the results of MRA for the All India monsoon RF series and the pattern of Figure 5 has been nearly followed here. Here, the approximate component of the series shows very slow variations from year 45 to 90 and somewhat rapid fluctuations from year 90 till the end of the series. Figure 7 shows the results of MRA for the NE annual RF series. Here, the approximate component of the series shows very slow variations from years 16 to 70 and sharp fluctuations from year 80 till the end. Figure 8 shows the results of MRA for the NE monsoon RF series. Here, the approximate component of the series shows very slow variations from years 20 to 70 and sharp fluctuations from year 80 till the end. Component D1 has periods of fluctuations over a small range followed by episodes of large fluctuations. Component D3 has instances of very mild changes from years 20 to 47 and from years 55 to 90. The original NE monsoon RF series had a very high Sen's slope value. Since the monsoon season rainfall is the dominant component of annual rainfall, the behavior of various components for the annual and monsoon series for NE region is somewhat similar.
Figure 6

Decomposed components – A3, D1, D2, and D3 of All India monsoon rainfall time series.

Figure 6

Decomposed components – A3, D1, D2, and D3 of All India monsoon rainfall time series.

Close modal
Figure 7

Decomposed components – A3, D1, D2, and D3 of NE annual rainfall time series.

Figure 7

Decomposed components – A3, D1, D2, and D3 of NE annual rainfall time series.

Close modal
Figure 8

Decomposed components – A3, D1, D2, and D3 of NE monsoon rainfall time series.

Figure 8

Decomposed components – A3, D1, D2, and D3 of NE monsoon rainfall time series.

Close modal

Next, for the detailed and approximate components of annual and monsoon season data series from two homogenous regions (NE India and Central NE India), Sen's slopes were computed and the MK test was performed. The results of these are summarized in Table 7. It can be seen that all four approximate components had a declining trend. Furthermore, the A3 + D1 and A3 + D1 + D2 series also showed a statistically significant (all but one case) declining trend. In all the cases, Sen's slope had a high negative value.

Table 7

Key statistical change parameters for NE and central NE data series

Region and component seriesSen's slopeMK test: p- and Z-value
p-valueZ-value
NE – Annual 
A3 −6.539 0.00134 −3.208 
A3 + D1 −7.296 0.0155 −2.419 
A3 + D1 + D2 −7.653 0.0311 −2.155 
NE – JJAS 
A3 −5.534 0.383 × 10−5 −4.118 
A3 + D1 −6.934 0.0005 −3.479 
A3 + D1 + D2 −7.55 0.004 −2.856 
Central NE – Annual 
A3 −5.841 1.37 × 10−7 −5.269 
A3 + D1 −5.179 0.0196 −2.335 
A3 + D1 + D2 −4.622 0.0627 −1.861 
Central NE – JJAS 
A3 −5.482 −2.29 × 10−7 −5.174 
A3 + D1 −5.219 0.0066 −2.717 
A3 + D1 + D2 −5.127 0.022 −2.284 
Region and component seriesSen's slopeMK test: p- and Z-value
p-valueZ-value
NE – Annual 
A3 −6.539 0.00134 −3.208 
A3 + D1 −7.296 0.0155 −2.419 
A3 + D1 + D2 −7.653 0.0311 −2.155 
NE – JJAS 
A3 −5.534 0.383 × 10−5 −4.118 
A3 + D1 −6.934 0.0005 −3.479 
A3 + D1 + D2 −7.55 0.004 −2.856 
Central NE – Annual 
A3 −5.841 1.37 × 10−7 −5.269 
A3 + D1 −5.179 0.0196 −2.335 
A3 + D1 + D2 −4.622 0.0627 −1.861 
Central NE – JJAS 
A3 −5.482 −2.29 × 10−7 −5.174 
A3 + D1 −5.219 0.0066 −2.717 
A3 + D1 + D2 −5.127 0.022 −2.284 

Note: All component series had a falling trend.

Wavelet analysis was also applied to the series of two sub-divisions – Odisha and Nagaland, Manipur, Mizoram, and Tripura (NMMT) – both at the annual level and for monsoon season and the results are presented in Table 7. It is noted from this table that Sen's slope for all the components is very high for the NMMT sub-division and the declining trends in all components are statistically significant. For Odisha also, the trends are declining but not statistically significant. The approximate and detailed components for these two sub-divisions for annual and monsoon data series are presented in Figures 912. A notable feature here is that the approximate (a3) component of various series shows smooth variation over most duration while the d1 component has rapid fluctuations; the variations in the d2 component are in between. The Mood test brought out change points in the variance of some components, as summarized in Table 8. The presence of change points in some components indicates that the properties of rainfall-generating mechanisms at the related scale are changing at different times.
Table 8

Key statistical change parameters for NMMT and Odisha sub-divisions data series

Region and component seriesSen's slopeMK test: p- and Z-value
p-valueZ-value
Odisha – Annual 
A3 −2.858 0.180 −1.340 
A3 + D1 −2.001 0.534 −0.623 
A3 + D1 + D2 −2.289 0.572 −0.565 
Odisha – JJAS 
A3 −1.232 0.507 −0.663 
A3 + D1 −1.800 0.514 −0.653 
A3 + D1 + D2 −2.357 0.496 −0.680 
NMMT – Annual 
A3 −18.363 1.13 × 10−13 −7.424 
A3 + D1 −19.644 7.69 × 10−6 −4.474 
A3 + D1 + D2 −18.902 0.119 × 10−3 −3.848 
NMMT – JJAS 
A3 −15.399 2.2 × 10−16 −9.201 
A3 + D1 −16.753 1.53 × 10−9 −6.041 
A3 + D1 + D2 −16.192 1.81e × 10−7 −5.218 
Region and component seriesSen's slopeMK test: p- and Z-value
p-valueZ-value
Odisha – Annual 
A3 −2.858 0.180 −1.340 
A3 + D1 −2.001 0.534 −0.623 
A3 + D1 + D2 −2.289 0.572 −0.565 
Odisha – JJAS 
A3 −1.232 0.507 −0.663 
A3 + D1 −1.800 0.514 −0.653 
A3 + D1 + D2 −2.357 0.496 −0.680 
NMMT – Annual 
A3 −18.363 1.13 × 10−13 −7.424 
A3 + D1 −19.644 7.69 × 10−6 −4.474 
A3 + D1 + D2 −18.902 0.119 × 10−3 −3.848 
NMMT – JJAS 
A3 −15.399 2.2 × 10−16 −9.201 
A3 + D1 −16.753 1.53 × 10−9 −6.041 
A3 + D1 + D2 −16.192 1.81e × 10−7 −5.218 

Note: All component series had a falling trend.

Figure 9

Decomposed components – A3, D1, D2, and D3 of Nagaland annual rainfall time series.

Figure 9

Decomposed components – A3, D1, D2, and D3 of Nagaland annual rainfall time series.

Close modal
Figure 10

Decomposed components – A3, D1, D2, and D3 of Nagaland monsoon rainfall time series.

Figure 10

Decomposed components – A3, D1, D2, and D3 of Nagaland monsoon rainfall time series.

Close modal
Figure 11

Decomposed components – A3, D1, D2, and D3 of Odisha annual rainfall time series.

Figure 11

Decomposed components – A3, D1, D2, and D3 of Odisha annual rainfall time series.

Close modal
Figure 12

Decomposed components – A3, D1, D2, and D3 of Odisha monsoon rainfall time series.

Figure 12

Decomposed components – A3, D1, D2, and D3 of Odisha monsoon rainfall time series.

Close modal

An improved insight can be obtained from the statistical analysis of wavelet decomposed components. Since A3 series has a relatively large magnitude compared to the detailed components, the falling trend in A3 could be a precursor to the overall falling trend in the data series in the future. Roughly, the approximate component can be visualized as ‘climate’ and the detailed components as ‘weather’. Decomposition also helps in identifying time spans for which the series had small or high variability; this information can be gainfully employed for better understanding or prediction of the series.

Trend analysis deals with hydroclimatic variables and thus, it is subjected to uncertainties that arise due to many reasons. First, the data series itself is likely to have some errors due to the inherent variability of the underlying phenomenon and the inability to correctly and completely capture this variability. In the case of rainfall, spatial average values are used, and errors may have been introduced while computing these. Finally, underlying assumptions of various trend analysis methods may not hold good.

One of the possible follow-up of change detection is attribution. Attribution is defined as the process of evaluating the relative contributions of multiple causal factors to a change or event with an assessment of confidence (IPCC AR6 Glossary 2021). It is the process by which the contribution of one or more causal factors to such observed changes or events are evaluated.

Attribution seeks to find out the underlying causes of changes in the properties of climatic data series. It thus helps in deciding the future courses of action, both at the policy front as well as research and development fronts. However, there are gaps in the knowledge of the physics of climatic processes and the requisite data at the desired temporal and spatial granularity. Hence, beyond some generalized understanding, an attribution at present is more a topic of research that is gradually developing to provide inputs to policy-making. There are large uncertainties in the future climate forcings and climate response at various scales.

An approach frequently followed in attribution studies is to run a climate model under two different input scenarios. In the first, concentrations of greenhouse gases are kept at the levels observed in the past before humans started burning fossil fuels at a high rate. This scenario is called the ‘counterfactual world’ – the world that might have existed in the absence of large-scale changes. In the second scenario, the concentrations of greenhouse gases input to the model are exactly as they have increased with time in the past. By comparing the outputs from the climate models under the two scenarios, it is possible to determine the impact of changed concentrations of greenhouse gases. Statistical methods are then used to quantify the differences in severity and frequency of the event.

Depending upon the region (All India, homogenous region, or sub-division) under consideration, precipitation in India has shown both increasing and decreasing trends in various seasons although most regions/seasons show declining trends. A number of factors have been identified to be important in determining the precipitation in India and its regions. India Meteorological Department (IMD) had developed a power regression model to issue long-range rainfall forecasts over India. This model had 16 parameters (Rajeevan 2001) including El Nino (same and the previous year), South Indian Ocean SST (Feb. and March), East coast India temperature (March), Central India temperature (March), Arabian Sea SST (Nov. to Jan.), Darwin pressure tendency (April–Jan.), Southern Oscillation Index (March to May), Himalayan snow cover (Jan. to March), and Eurasian snow cover (Dec.). Forecasts produced by this model were reasonably correct. However, Rajeevan (2001) noted that the predictability of the Indian Summer Monsoon (ISM) exhibits ‘epochal variations’. Furthermore, the predictand–predictor relationship is found to be changing with time (Rajeevan et al. 2007). Due to this, in the models to predict rainfall, it becomes necessary to change the predictors in use or their combination. Pal & Al-Tabbaa (2011) hypothesized that the trends in precipitation could be due to changes in a number of factors, viz., number of rainy days, rainfall intensity and extremes, convective phenomena, sea surface temperature changes, and ENSO. Sonali & Nagesh Kumar (2020) presented a review of various processes and advances made in climate change detection and attribution in the recent past.

According to the Clausius–Clapeyron equation, due to warming, low-altitude specific humidity increases by about 7%/°C of warming. The IPCC AR6 has reported the likelihood of an increase in monsoon precipitation in South Asia. Warming over the land region in Asia will be higher compared to the ocean and this will contribute to the intensification of the monsoon low-level southwesterly winds and precipitation (Endo et al. 2018). Chevuturi et al. (2018) report that at global warming levels of 1.5 and 2 °C, mean precipitation and monsoon extremes are likely to intensify over India and South Asia in the summer season; a 0.5 °C difference would result in a 3% rise in precipitation.

Detailed results of many attribution studies are now becoming available. AR6 of the IPCC contains a detailed treatment of this topic (see, for example, Seneviratne et al. 2021). Roxy et al. (2017) report that in recent times, the monsoon circulation over central India is weakening along with reducing locally available moisture and the frequency of moisture-containing depressions that originate in the Bay of Bengal. In spite of these, extreme rain events over central India have shown a threefold increase during 1950–2015. The rise in these events is attributed to the rising variability of low-level monsoon westerlies over the Arabian Sea. Devanand et al. (2019) found that increases in irrigation is responsible for the rise in rainfall intensity over Central India. Greater warming in the Arabian Sea is projected in CMIP5 simulation and this might further increase the occurrence of such extreme events in future. Devanand et al. (2019) tried to study the impact of increased irrigation on the Indian Summer Monsoon by using a climate model and found that the excess application of irrigation in northern India is responsible for shifting the monsoon rainfall towards the northwestern part of the Indian subcontinent in September. Results of recent research suggest that it is important to better represent irrigation practices in climate models. Dong et al. (2020) tried to evaluate the human influence on extreme precipitation by using percentile-based extreme indices which were computed from the simulations results from the Coupled Model Intercomparison Project (CMIP6) models. They report that a fingerprinting (see Bindoff et al. 2013) analysis could detect signals of greenhouse gases but not the signals of anthropogenic aerosols and natural forcings. Chug et al. (2020) found that during 1980–2003, the frequency of extreme flow events in the Western Himalayan rivers has doubled and the increasing trend in annual maximum streamflow is statistically significant. This behavior is attributed to increased extreme precipitation events. Based on CMIP5 and CMIP6 model projections, IPCC AR6 also indicates the likelihood of an increase in short intense active days and a decrease in long active days.

Performing attribution analysis for rainfall data series poses many challenges because the natural variability in the rainfall series for a given region from one year to the other is quite high. Hence, it is hard to correctly capture the climate change signal in presence of the noise of variability. Considering all the factors, the attribution of precipitation trends for India has considerable uncertainty as of now. Understanding of the processes likely to be impacted due to global warming and the GCMs results project an increase in precipitation whereas such signals are missing in the observed data series so far. Scientists need to periodically analyze the updated data.

This paper presents the results of trend analysis of observed long-term rainfall data series for the whole of India as well as different homogenous regions and sub-divisions. The study reveals that the use of multiple methods can give useful information about the different trend-related features of rainfall time series. Results of MK and linear regression test showed no statistically significant trend in the rainfall series of All India and three regions for the annual and monsoon seasons. Data from the NE region (annual and monsoon) and Central NE (annual and monsoon) series displayed statistically significant falling trends. Change points in the various series were explored by using the Pettitt test. Results of this test showed that most rainfall series show the presence of change points around the years 1957–1965. A possible explanation could be that many new water resources projects were constructed in this period, giant industries were established, and large tracts of land were brought under cultivation and irrigation. Finally, multi-resolution analysis of the wavelet decomposed series highlighted periods of high variabilities in the approximate and detailed series. It also showed that the approximate data series for the NE region (annual and monsoon) and for the Central NE region had declining trends. Furthermore, A3 + D1 and A3 + D1 + D2 data series for NE also showed statistically significant declining trends. Data from two sub-divisions having large declining trends were also analyzed.

This paper has used long-term rainfall data series that were carefully compiled after detailed scrutiny of available data and this is, perhaps, the best available long-term data for India. Hence, much confidence can be placed in the outcome. Keeping in view of the findings of the study, it is necessary to collect and analyze rainfall data for all the regions/sub-divisions at various temporal scales and the findings should be used to update water management plans, design flood practices, and flood/low flow management in these regions. Furthermore, detailed modeling studies are needed to more carefully understand and predict the roles of global warming (including warming of oceans), land use changes, and widespread irrigation in changes in rainfalls in various regions of India.

This paper has focused on the magnitude of rainfalls. In water resources management, rainfall intensities also have critical importance. Trend analysis of rainfall intensities requires data at finer time intervals and the geographical extent of such events is not very large. Hence, it would be helpful to establish denser networks of instruments to collect (multi)hourly data and analyze them to understand the trends as well as identify spatial and temporal hotspots. The results of the studies should also be corroborated with the results of climate models.

The authors would like to thank IIT Roorkee for making available the facilities to conduct the study reported in this paper. This study is (partially) financially supported by the National Key Research and Development Program of China (2021YFC3200303) and the Research Council of Norway (FRINATEK Project No. 274310).

All relevant data are available from an online repository or repositories (https://www.tropmet.res.in/~lip/Publication/RR-pdf/RR-138.pdf).

The authors declare there is no conflict.

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