Introduction

Groundwater is the main source of domestic and agricultural water for more than 250 million people living in the Bengal Basin, the floodplains, and deltas of the Ganges, Brahmaputra, and Meghna Rivers that lie in Bangladesh and India1,2,3. Large-scale abstraction of groundwater over the last six decades for dry-season agriculture has increased recharge to groundwater4,5,6,7, caused the water table to decline further during the dry season, and, in some parts of the basin, prevented the water table from rebounding as high during the monsoon1,6. Pumping draws more shallow water to deeper aquifers increasing the risk of contaminating relatively low-arsenic deep groundwater aquifers8,9 and making coastal aquifers more vulnerable to seawater intrusion10. Understanding the ramifications of large-scale pumping on groundwater dynamics is important for the future sustainability of both the quantity and quality of groundwater, the main source of household and irrigation water in the basin11.

Groundwater in the Bengal Basin has been assumed to be recharged by monsoon precipitation9,12,13,14,15 largely based on the fact that rainfall exceeds potential evapotranspiration. Several site-specific studies have challenged this notion by finding that shallow groundwater aquifers today are recharged by multiple sources—rivers, local ponds, and rice field water16,17,18,19,20. The contribution of these different sources can vary spatially and temporally. Older groundwater may contain recharge from surface water bodies that no longer exist because river meandering and avulsion move channels across the landscape over decades and centuries21. For instance, the Brahmaputra flowed on the eastern side of Dhaka until it avulsed about 200 years ago and now flows about 80 km west of Dhaka22,23. Groundwater hydrograph analyses show that groundwater recharge has increased in the last three decades due to intensive groundwater abstraction for irrigation. These studies argue that the increased recharge is sourced from direct rain infiltration and river water6,24 during the monsoon. However, prior regional scale studies have not (1) quantified the contributions of different recharge sources, (2) accounted for recharge from ponds and rice fields (3) analyzed how recharge sources have changed over decades and centuries.

Regional water and land use changes suggest that ponds and rice fields may contribute significantly to groundwater recharge during the dry season. In the last 35 years, the number of irrigation wells has increased from <100,000 to >1.7 million25 primarily to support dry-season irrigation, which has also correspondingly increased from <1 million hectares to 5 million hectares (~20% of the total land)26,27. Groundwater abstraction in Bangladesh is large and estimated to be in excess of 33 km3 in 2010. 95% of groundwater is used to support dry season farming28; a volume that can fill the 5 million hectares of the farmed land with a water depth equaling 650 mm. Dry season irrigation supported by groundwater is highest in the western part of the basin and lowest in the deltaic region and the eastern part of the basin. The volume of groundwater abstraction in Bangladesh and West Bengal (India) has only increased in recent times25. At least 10 million hand-pumped wells have also been installed in the region, but they account for only a minor fraction of total pumping29. Man-made ponds cover an estimated 2.6% of the area of Bangladesh, with more than 4 million households owning a pond30; most of these ponds are recent, constructed in the past 70 years31, although the number of ponds may be stabilizing post-200032. Throughout the Bengal Basin, ponds are typically constructed by excavating a pit in the surficial sediments and creating a raised earthen berm around the edge of the pond, with the pond generally left unlined30,33.

Evidence of rapid cycling of water (decades) through shallow aquifers18, combined with the recent declines in the water table elevation and the growth of standing water in rice fields and ponds, motivated us to investigate how groundwater recharge may have changed over time. We postulate that: (1) rice fields, pond water, and rivers have now become a major contributors to groundwater recharge across the basin, and (2) the majority of the recharge from standing water occurs during the latter part of the dry season (February to April) when groundwater levels reach their minima so that large vertical head gradients draw more recharge from standing water into the available aquifer storage.

In this work, we rely on radiogenic and stable water isotopes to answer our hypotheses. Stable isotopes in water are directly influenced by hydrological processes (e.g., evaporation, condensation, mixing)34,35 making them a useful tracer for partitioning the contributions of different water sources in urban, natural, and ecohydrological water systems36,37,38,39,40. Similarly, tritium and radiocarbon dating provide useful insight into the hydrologic history by allowing estimates of the age (e.g., time since recharge) of water41. We first compiled the existing radiocarbon and tritium groundwater data from the region to establish the regional groundwater age profile. We then compiled the existing groundwater, precipitation, and surface water stable water isotope ratios (δ2H and δ18O) for Bangladesh and the eastern portion of West Bengal (bordering Bangladesh) and quantified the contribution of different sources recharging groundwater in the Bengal Basin by modeling the groundwater stable isotope ratios as a mixture of precipitation, standing water (local rivers, ponds, and rice fields), and large rivers (Ganges and Brahmaputra). Standing water is isotopically enriched (due to evaporation) and has a lower deuterium excess value (δ2H–8*δ18O) in comparison to large Himalayan rivers (Ganges and Brahmaputra and their tributaries) and precipitation, both of which lie on the meteoric water line. This provides the necessary isotopic separation to quantify the contribution of evaporated and unevaporated water to groundwater recharge.

Our analysis is inherently stochastic because there are no single “end member” values for the different possible recharge sources. We accounted for this uncertainty by compiling as many stable water isotope measurements as we could to develop empirical probability distributions, then we used these data sets in a Monte Carlo routine to estimate distributions of the possible components of groundwater. Each groundwater stable isotope measurement implies a distribution of possible recharge sources. Finally, we interpret the modeling results alongside long-term groundwater hydrographs from the region to develop a simplified regional recharge model.

Data source and conceptual framework

Hydrogeologic characteristics of the Bengal Basin

The Bengal Basin, which covers an area of >100,000 km2, is one of the largest sedimentary basins in the world, surrounded by the Himalayas and Shillong Plateau on the north, Indo-Burmese range to the east, and the north-south trending Rajmahal Hills on the west. The basin is filled with quaternary sediments transported via the Ganges–Brahmaputra–Meghna River network from the Himalayan and Indo-Burmese mountains. The major geomorphic units in the basin are the Pleistocene uplands and the Holocene floodplains. The Pleistocene uplands are approximately 10–20 m higher than the Holocene floodplains—located in the central (Madhupur Tract) and northwestern (Barind Tract) part of the basin—are composed of red or brown silt and clay. The sediments in the floodplain are gray and composed of unconsolidated silt, clay, and sand. The continuous erosion and deposition resulting from river meandering and avulsion have reworked the sediments resulting in layers of coarse-and fine-grained sediments in the floodplain that are disconnected both horizontally and vertically. For further details on the regional geology, we refer the readers to3,6,42,43,44.

Precipitation is dominated by the South Asian Monsoon, with between 500 and 4000 mm of rainfall from May–October. Rainfall is highest along the eastern and northern parts of the basin, with the western part receiving the lowest rainfall (Fig. S1). Flooding is widespread during the monsoon, and approximately 20–40% of the land is inundated with floodwater. Rainfall during the dry season (November–April) is significantly lower than during the monsoon (Fig. S1).

The groundwater age profile of the Bengal Basin

Radioactive isotopes in groundwater indicate that in the upper 100 m of the aquifer system, much of the groundwater was recharged contemporaneously with the onset of groundwater-irrigated rice and the expansion of man-made ponds45. Tritium active water is pervasive up to a depth of 100 m (Fig. 1a), indicating modern recharge (post-1953) and highlighting vigorous groundwater circulation. Approximately, 60% and 20% of the groundwater samples in shallow (0–50 m depth) and intermediate (50–100 m depth) wells have a tritium activity of >1 TU. However, groundwater with tritium levels below detection limits is also present throughout the vertical profile, indicating that older stagnant water can be found at all depths. Below 100 m, tritium concentrations decline, but tritium-active water is still found where data is available to a depth of 300 m indicating young water, less than 70 years old, although some of these wells may be compromised by leaks in their casing46,47. Radiocarbon dating suggests that waters from below 100 m are, on average, thousands of years old. A linear regression of uncorrected dissolved inorganic radiocarbon age on depth suggests that water at 100 m depth is, on average, 4000 years old and below 200 m is 10,000 years old, reflecting recharge that predates human influence and occurred most likely during early Holocene and late Pleistocene (Fig. S2).

Fig. 1: Tritium activity at different depths from across the Bengal Basin.
figure 1

Tritium activity is shown in black circles. The red diamonds represent an average of over 15 measurements. Blue squares are values below the detection limit, which varies from study to study. See Table S2 for the data source.

Stable water isotope data

We combined stable water isotope data for precipitation, groundwater, and surface water (rivers, ponds, and puddled water in rice fields) for the Bengal Basin from 31 sources (Table S1) that together provide 580 precipitation, 1918 groundwater, and 487 surface water values. Precipitation samples were collected at Barasat and Kolkata in India and at Savar, Barisal, Sylhet, Chittagong, and Cox’s Bazar in Bangladesh15,48,49,50,51. The distribution of precipitation stations provided extensive spatial coverage of precipitation isotope ratios from the basin (Fig. 2a). Groundwater samples were evenly distributed across Bangladesh, and the bordering region between Bangladesh and West Bengal that lies to the east of the Hooghly River (a distributary of the Ganges, Fig. 2). Some locations had high densities of groundwater isotope data as they have been studied extensively for groundwater arsenic17,19,52,53,54. The lack of isotopic data from the districts west of the Hooghly River in West Bengal is largely due to the fact that they have been investigated to a lesser extent for groundwater arsenic contamination.

Fig. 2: Spatial distribution and isotope ratios of groundwater samples.
figure 2

δ18O (a) and d-excess (b) of georeferenced groundwater samples (circles) across the Bengal basin (Bangladesh and West Bengal, India). The three major rivers, Ganges, Brahmaputra, and Meghna, and their tributaries are shown in red lines. Samples that were not georeferenced but included in the mixing model analysis have not been shown here. Groundwater δ18O and d-excess values across the basin were not spatially correlated (Moran’s I statistics were 0.18 and 0.11, p < 0.005 for δ18O and d-excess, respectively). The approximate locations of the precipitation station are shown as purple stars (panel a).

For all of the precipitation sampling stations across the Bengal Basin, isotope values varied seasonally, with the heaviest values during the dry season (January-April), followed by a decline in isotope ratios at the onset of monsoon and the lightest values during late monsoon (September/October, Figs. 3a, b and S3). This seasonal pattern in the precipitation isotope ratios is consistent across the Bengal Basin51,55. Rainfall is highly seasonal, and the majority of precipitation occurs during the monsoon months of May to October (Figs. 3c and S1). The stable isotope ratios of precipitation showed a wide range of values from −120 to 25‰ (δ2H) and −15 to 5‰ (δ18O). The amount-weighted mean δ2H and δ18O of annual precipitation are −46.5‰ and −6.9‰, respectively. We define the local meteoric water line (LMWL, δ2H = 8.2 δ18O + 11.2, R2 = 0.97, p < 0.05) as the best-fit regression line through all the precipitation data.

Fig. 3: Precipitation isotope ratios in the Bengal Basin.
figure 3

a Precipitation stable isotope values from the Bengal basin. The black line is the local meteoric water line (LMWL). Precipitation samples collected in dry months (November–April), early monsoon (May–August) and late monsoon (September–October) are colored red, green, and blue, respectively. The orange diamond is the amount-weighted mean precipitation isotope value for the Bengal Basin. The red, green, and blue diamonds are the amount-weighted mean precipitation isotope values for the dry season, early monsoon, and late monsoon seasons. b Box-plot showing monthly precipitation δ18O values. c Average precipitation amount. d Proportion of rainfall amount grouped by their isotopic composition. Please refer to Figs. S1 and S3 for spatial pattern in precipitation amount and precipitation δ18O values.

We divided surface water samples into groups representing (a) large rivers (Ganges and Brahmaputra) and (b) standing water (small rivers, ponds, and rice fields). The Bengal Basin is a deltaic system with an intricate network of streams and rivers. In this analysis, by large rivers, we refer to the main Ganges and Brahmaputra channels as well as the tributaries feeding from the main channels—a large proportion of water in these rivers is derived from Himalayan snowmelt and higher altitude precipitation56. This water is isotopically lighter57 than the amount weighted mean precipitation isotope ratios of the Bengal Basin (Fig. 4a). We define standing water as waterbodies that undergo evaporative enrichment during the dry season. This includes (1) Ponds that are filled up during the monsoon and are depleted by human consumption and evaporation during the dry season, (2) Small rivers that do not contain water from the large rivers and may become stagnant during the dry season, (3) water in irrigated rice fields.

Fig. 4: Surface and groundwater isotope ratios.
figure 4

Stable isotope values of surface water (a), shallow (b), intermediate (c), and deep (d) groundwater  in the Bengal Basin. The local evaporation line (LEL) for surface water (a) is shown in the dark red line. Purple squares and blue diamonds in panel (a) are the isotope ratios of large rivers and standing water, respectively. Dark red line in panels (bd) are the respective groundwater lines for shallow, intermediate, and deep wells. The equations are the best-fit evaporation line (panel a) and groundwater lines (panels bd). The Black dashed line in each panel is the LMWL. For clarity, very enriched standing and groundwater samples (δ18O > 0‰) and depleted river samples (δ18O < −10‰) have been removed from the figure. The isotopic range of δ18O and δ2H (x- and y-axis) for the surface and groundwater are smaller than the range of precipitation δ18O and δ2H (Fig. 3a).

Samples from large rivers (Ganges and Brahmaputra) were isotopically lighter than the standing water samples (Fig. 4a), falling around the LMWL and clustering around the point −50‰ (δ2H) and −7.4‰ (δ18O). Seasonal data from the Ganges were typically lighter and show a subdued isotopic variation compared to local precipitation suggesting a significant contribution from isotopically depleted Himalayan tributaries56. Multi-year δ18O isotope values from the Brahmaputra fell between −12 and −6‰ (mean = −8‰), with heavier values observed during April and lighter values observed during late monsoon due to large contributions from snow and glacier melt and high-elevation precipitation57. The slope of the river water line is >715,56,57, suggesting negligible evaporative enrichment of stable water isotopes in these rivers.

In contrast to large rivers, standing water samples showed a large range of isotope values (Fig. 4a). Seasonal measurements suggest that standing water undergoes progressive evaporative enrichment during the dry season (November to April), and the heaviest isotope values were observed towards the end of the dry season in March/April13,19. The evaporation slope obtained by regressing through the standing water data was 5.6 (δ2H = 5.6 δ18O − 7.6, R2 = 0.90, p < 0.05, Fig. 4a), very similar to the theoretically calculated evaporation slope (between 5 and 6) in the Bengal Basin58 indicating evaporative enrichment of standing water bodies.

The stable isotope ratios of groundwater showed a wide range of values from −64.0 to 5.3‰ (δ2H) and −9.6 to 0.1‰ (δ18O). The mean groundwater δ18O in shallow aquifers (0-50 m deep) are heavier (mean ± σ = −4.1 ± 1.3‰) than intermediate (50–100 m, −4.6 ± 1‰) and deep (>100 m, −4.7 ± 1‰) aquifers. While some shallow groundwater (0–50 m depth) samples cluster near the LMWL, many samples also fall below this line indicating groundwater recharge from both unevaporated and evaporated sources (Fig. 4b). Intermediate (50–100 m depth) and deep (>100 m depth) groundwater samples cluster near the LMWL suggesting recharge dominantly from unevaporated water (Fig. 4c, d). Deuterium excess (d-excess = δ2H − 8 × δ18O) ranged from −17.5 to 18.6, with a mean value of 6.4‰. The mean d-excess of shallow (5.3‰), intermediate (6.9‰), and deep (7.5‰) aquifers were lower than the mean modern precipitation d-excess (9.9‰).

Groundwater isotope mixing models

Groundwater in the Bengal Basin can be recharged by multiple sources, including direct rainfall, large rivers (Ganges, Brahmaputra, and their tributaries), bodies of standing water (irrigated rice fields and ponds), small rivers, or a combination of these sources. The contribution from the different sources can vary locally depending upon the precipitation, proximity of the aquifer to rivers, the hydrological connectivity between the rivers and the aquifers, and the density of standing water bodies (ponds and rice fields) above the aquifer. Furthermore, these sources and their relative contributions have likely varied over time due to changes in climate, land use, and water use.

These sources can be divided into three isotopic endmembers. First, the isotopically light water in Ganges and Brahmaputra and their tributaries (Fig. 4a). Second, precipitation with isotope ratios (δ2H and δ18O) that exhibit a large range, but are strongly correlated, falling on or close to the LMWL (Fig. 3a). Third, evaporatively enriched ponds, local rivers and rice fields waters with strong seasonal variation in isotope ratios. Samples collected from ponds and local rivers during the monsoon season lie close to the LMWL and undergo evaporative enrichment during the non-monsoon season (November to April), which makes them isotopically heavier than local precipitation (Fig. 4a). Similarly, standing water in rice fields (pumped from the groundwater) undergo evaporative enrichments during the dry season and gets evaporatively enriched over time. Thus, there is a clear distinction between non-evaporated water sources (large rivers and precipitation) and evaporated standing water sources (local rivers, ponds, and rive fields, Figs. 4 and S4). With this variation in the isotopic signature (δ2H and δ18O) of the endmembers, we model the proportion of groundwater isotope ratios as a mixture of precipitation, standing water, and large rivers.

Different combinations of precipitation, river, and standing water isotope values can explain the observed isotope ratios in any groundwater samples (Figs. S4b and 5). Therefore, we use a Monte-Carlo approach to find non-parametric distributions that describe possible mixes of recharge reflected by groundwater isotope values. We constructed three different mixing models, each with uniquely different assumptions about the source of recharge, to test the sensitivity of the results to these assumptions. Complete details are provided in the Methods section.

In the first model, groundwater isotope ratios are modeled as a linear mixture of precipitation and standing water sample (Fig. 5a), without any input from large rivers (Ganges and Brahmaputra). This assumes that groundwater is recharged primarily from precipitation and local surface water bodies. The logic behind this assumption is that for regions not lying in the river floodplain, it is unlikely that rivers contribute significantly to shallow groundwater recharge. Additionally, for sites in proximity to the Ganges and Brahmaputra, groundwater flow is toward the river, except during the latter part of the dry season when flow may be reversed as the groundwater head falls below the river water level due to extensive pumping59,60. During the early monsoon, some local recharge along the Brahmaputra may take place driven by a rising river stage from snowmelt in the headwaters. The water level in the Ganges rises later in July6, hence it does not contribute to early monsoon recharge.

Fig. 5: Graphical illustration of the three mixing models.
figure 5

In model 1 (a), groundwater is modeled as a mixture of precipitation and standing water. The line joining the surface water endmember and the groundwater (solid red) is extended to join the LMWL (dashed red). The point of intersection is the precipitation endmember isotope ratio. In model 2 (b), groundwater is modeled as a mixture of precipitation, a large river, and standing water endmembers. The light gray circles are the 500 randomly generated precipitation isotope ratios. The red triangle connecting the large river (purple circle), standing water (blue rectangle), and precipitation (orange circle) endmembers illustrate one of the 500 possible triangles for each standing water sample. In the example shown here, the groundwater sample (open red circle) falls within the red triangle, and hence the mixing model is solvable. In model 3 (c), groundwater is modeled as a mixture of 2 precipitation endmembers and a standing water endmember. For each standing water endmember, we generate two random distributions of 500 precipitation isotope values and, from each of those distributions, chose the precipitation endmember values (orange and green circles). The red triangle connecting two orange circles (precipitation endmembers) and blue rectangle (standing water endmember) results in a solvable mixing triangle, i.e., groundwater isotope ratios can be modeled as a mixture of these three endmembers. The green triangle connecting two green circles (precipitation endmembers) and a blue rectangle (standing water endmember) results in an unsolvable mixing triangle, i.e., linear mixing between these endmember values cannot explain the observed groundwater isotope ratios. Fig. S4 shows the isotopic range of the respective endmembers.

In the second model, we considered a 3-endmember mixing model with large rivers, precipitation, and standing water as the potential sources (Fig. 5b)—any combination of these sources could recharge the groundwater. The third model is also a 3-endmember model with a standing water endmember and two precipitation endmembers (Fig. 5c), but no river water. The idea behind the third model is to account for the possibility that groundwater samples contain a mix of two, rather than just one, precipitation sources with distinct isotopic compositions. Because precipitation isotope ratios vary systematically during the monsoon and transition from heavier to lighter δ18O and δ2H values from early to late monsoon, this model can quantify the relative contributions of each, and in doing so, the timing of recharge by precipitation. This model is similar to model 1 in regard to the source endmembers used in the model but generates an independent measure of contributions from standing water.

Results

We observed a large scatter in the δ18O and d-excess profile in shallow wells with values ranging from −7 to 0‰ (δ18O) and −2 to 12‰ (d-excess, Fig. 6c). For the intermediate wells, the range of δ18O and d-excess starts to taper with depth and the range of δ18O and d-excess values at 100 m is much smaller than the range at 50 m. Indeed below 75 m, δ18O ranged from −6 to −3‰, and barring a handful of samples, d-excess was mostly >6‰. The large range of δ18O and d-excess in the shallow wells suggests that groundwater is recharged by a diverse suite of sources and during different times of the season. In contrast, the lower spread in δ18O and d-excess for intermediate and deeper wells suggests recharge is dominated by a single source.

Fig. 6: Depth plot versus groundwater isotope ratios.
figure 6

(a) δ18O, (b) δ2H, and (c) d-excess. The red line and the light red shaded region are the moving depth average and the interquartile range of 200 groundwater samples starting from 0-m depth. The black circles in panels (ac) are the groundwater δ18O, δ2H, and deuterium-Excess values. The light brown rectangles in (a) and (c) are the mean modern precipitation δ18O and d-excess resepctively.

The moving depth-average groundwater δ18O decreased from −3.8‰ to −5.1‰ between 7 and 100 m deep (Fig. 6a). In the same depth interval, deuterium-excess increased from 4.6‰ to 7.2‰. Between 100 and 250 m, the moving depth-average groundwater δ18O increased from −5.1‰ to −3.8‰. The corresponding d-excess values did not change appreciably, increasing slightly from 7.2‰ to 7.9‰ (Fig. 6c).

All three models, despite their different assumptions, result in similar estimates of standing-water contribution. Model 2, which includes river input, shifts some of the estimated rainwater contribution to the river as both are unevaporated sources (i.e., lying on the LMWL) but still yields about the same contributions of the evaporated standing water source over depth. Precipitation is the largest contributor to groundwater recharge in all the mixing models. The fractional contributions of precipitation are 0.70 ± 0.25, 0.50 ± 0.26, and 0.74 ± 0.22 (mean ± σ) in model 1 (precipitation and standing water), 2 (precipitation, river and standing water) and 3 (two precipitation and standing water), respectively. The mean contribution of standing water is 0.30 ± 0.25, 0.28 ± 0.22, and 0.26 ± 0.24 in models 1, 2, and 3, respectively. The mean contribution of rivers is 0.22 ± 0.18 in model 2.

The moving depth average suggests that the mean contribution of the different sources varies with depth (Fig. 7). The contribution of non-evaporated sources (precipitation in model 1, precipitation and river in model 2, and the two precipitation sources in model 3) increases moving down from 7 meters to 100 meters depth, with proportions increasing from 0.60 to 0.74 (model 1), 0.63 to 0.77 (model 2), and 0.62 to 0.75 (model 3). The contribution from standing water at a depth of 7 m was more than 1.5 times the contribution at 100 m, with values at 7 and 100 m, respectively of 0.43 and 0.26 (model 1), 0.37 and 0.23 (model 2), and 0.38 and 0.25 (model 3). Between depths of 100 and 250 m, the contribution of evaporated and non-evaporated sources exhibited more subdued changes with depth (Fig. 7). Contributions of non-evaporated sources increased slightly between depths of 100 to 250 m, with values at 100 and 250 m, respectively of 0.74 and 0.81 (model 1), 0.77 and 0.82 (model 2), and 0.75 and 0.80 (model 3). Correspondingly, the contributions of standing water decreased between depths of 100 m and 250 m, changing from 0.26 to 0.19 (model 1), 0.23 to 0.18 (model 2), and 0.25 to 0.20 (model 3). We did not observe any spatial pattern in the contribution of the different sources (see Supplementary Notes 1 for more information on the spatial pattern in the fractional contribution of the different sources).

Fig. 7: Proportional contribution of large rivers, surface water, and precipitation sources versus depth.
figure 7

(a) Model 1, (b) model 2, and (c) model 3. The purple, blue, and orange lines are the moving depth average of 200 groundwater samples. The purple, blue, and orange-shaded regions are the corresponding interquartile range. The standard error associated with the moving depth average is less than <0.03, and for this purpose, clarity has been omitted from the figure. The dashed gray line at 100 m roughly differentiates between modern and late Holocene recharged water (0–100 m depth) with early Holocene and Pleistocene water (100–250 m depth). Please refer to Fig. S5 for the full statistical distribution of standing water for model 2. See Supplementary Notes 2 on the limitations of using modern endmember values for late Holocene–Early Pleistocene recharged deep waters.

Discussion

Temporal changes in groundwater isotope ratios

The distinct trend in the depth-average groundwater isotope ratios (δ18O and δ2H, Fig. 6), where it decreases from 7 m depth to 100 m depth and subsequently increases from 100 m depth to 267 m depth, suggests that either the relative contribution of the isotopically distinct sources recharging groundwater has changed over time or the isotope ratios of the sources recharging groundwater have changed. In the Bengal Basin, it appears that both factors have contributed to variations in groundwater isotope ratios over time.

Enriched δ18O and δ2H values in shallow aquifers were associated with lower d-excess and vice versa (r = −0.6); the inverse relationship between the stable isotopes (δ18O and δ2H) and d-excess provides evidence that the pattern in moving depth-average groundwater isotope ratios between 7 to 100 m depth is primarily due to increasing in the contribution of unevaporated sources as we move to deeper depths. In other words, more recently recharged water (i.e., shallower depths) has a higher contribution from evaporated sources (ponds, rice fields, and local rivers during the dry season), and deeper water has a lower contribution from evaporated sources. It is very unlikely that these patterns in the top 100 m of groundwater represent changes in precipitation isotope ratios because most of this water recharged in the last millennium, much more recently than the last changes in rainfall isotope ratios that occurred about 10,000 years ago43,53.

Between 100 and 267 m depth, δ18O and δ2H reversed the trend observed between 7 and 100 m depth and became progressively enriched. However, the trend in d-excess did not reverse; instead, it increased nominally by 0.8‰ (Fig. 6), suggesting that the changes in groundwater recharge are not driven by an increase in the contribution of evaporated water. Groundwater below 100 m is, on average older than 4000 years and below 200 m is, on average, older than 10,000 years (Fig. S2). In the Bengal basin, precipitation isotopes in the Pleistocene were isotopically heavier than in Holocene precipitation43,61. Thus, the observed pattern in the depth-average groundwater isotope ratios is most likely due to changes in the precipitation endmember values; the groundwater isotope ratios become progressively heavier with increasing depth as the component of older Pleistocene precipitation water increases.

Changes in groundwater recharge sources over time

There is a broad consensus that large-scale pumping of groundwater has altered groundwater dynamics in the Bengal Basin by lowering the water table below large cities and intensively irrigated areas, drawing modern water into deeper aquifers and reversing stream-groundwater exchange during the dry-season3,4,5,8,18,59,62. Although field studies have suggested changes in recharge sources in response to groundwater pumping – mostly increased contribution from rice fields and ponds16,17,18,19,63—these results nonetheless show significant variability in the contribution from different sources both within and across the studies (Fig. S6) due to the heterogeneous nature of the subsurface geology, the dynamic nature of groundwater pumping, and the diverse array of large and small surface water bodies. Therefore, a basin-wide shift in the sources of recharging groundwater has not been reported. Previous and recent basin scale work has thus far mostly focused on diffused and focused recharge during monsoon6,24 and has not explicitly considered the possible recharge from ponds and rice fields at the regional level. By focusing on a large dataset distributed across the region and performing a rigorous analysis consistent across sites, we were able to understand the regional effect of changes in irrigation on groundwater recharge dynamics.

The trends in isotopic composition are mirrored by changes in source attribution between shallow, recent groundwater and older, deeper groundwater and provide clear evidence that recent human perturbations have affected groundwater recharge sources on a massive scale. In all the models, we observed a consistent transition in the contribution of standing water at a depth of 75 m (Fig. 7). The standing water contribution decreases as we move downwards from 7 to 75 m. These differences in contribution with depth suggest that the proportion of recharge from the different sources recharging the groundwater has changed over time.

We interpret our results within the framework of the available groundwater dating (C14 and tritium concentration) to suggest that the relative contributions in recent times have shifted to contain more standing water sources that have been subjected to evaporation. Between 7 and 100 m depth, where the contribution of evaporated water is greatest, groundwater is dominantly modern, with more than 80% of samples containing high tritium levels. The average tritium concentration decreases with depth providing evidence that the more recent the recharge is (i.e., shallower depths), the higher the contribution of evaporated water. Recent work has suggested that total recharge has increased in the Bengal Basin in response to widespread pumping, however, these studies could not partition the contribution from the different sources24. Groundwater isotopic data and our mixing model suggest that the increased groundwater abstraction has not only increased the amount of recharge but has also drastically altered the sources recharging shallow groundwater aquifer in the Bengal Basin; evaporated water recharge during the dry season (discussed subsequently) has become a major recharge source of shallow groundwater.

Below 100 m depth, changes in δ18O and δ2H are not mirrored by corresponding changes in the contribution from the respective sources. Water below 100 m is typically >4000 years old suggesting recharge that predates human influence. Therefore, the proportional contribution of evaporated and non-evaporated sources has remained consistent even though the source water isotope ratios (large rivers and precipitation) changed over time43,61. Interpreting the isotopic data in the context of the pervasive presence of high tritium concentration in groundwater between 0-50 m below ground level (Fig. 1) suggests that the mean contribution of standing water has steadily been increasing with time in the last few decades. For water recharged before large-scale human perturbation, during the late Holocene to Pleistocene, the respective contribution of the sources has not changed appreciably.

Irrigation-induced groundwater recharge during the dry season

This shift to increase in the contribution of standing water in the last few decades coincides with the shift to groundwater-irrigated dry-season rice farming and the growth of pond excavation31, both of which reflects the broader economic and population changes in the region. Dry-season farming in Bangladesh increased from <1 million hectares to 5 million hectares between 1975 and 2010, supported by an exponential growth in the number of irrigation wells across the basin25,27. The extensive groundwater abstraction for dry-season farming has led to a large decline (~1.6 m) in the annual minimum water table depth across much of Bengal Basin6.

The irrigation system in the region is inefficient. Farmers apply more water than required by crops64, so excess standing water in rice fields percolates back and recharges shallow groundwater. Neumann et al.27 estimated the water budget for rice fields using an average ratio of field perimeter (bund length) to field area and found that rice fields recharge in excess of 100 cm of water per year. Other field-level analysis also suggests significant water loss from rice fields from seepage and percolation. Working in the Barind tract (northwest Bangladesh), Qureshi et al.64 reported that during the dry season, only 55% of the total applied water to rice fields was lost to evapotranspiration, and the remaining 45% was lost to seepage and percolation. In another field study, Mainuddin et al.65 estimated that the irrigation water supplied to grow rice in Northwest Bangladesh was more than twice the volume of actual evapotranspiration. Our analysis suggests that the large vertical hydraulic gradient created by extensive groundwater abstraction and the availability of standing water due to inefficient farming practices leads to recharge from the surface water bodies during the dry season. Our basin-wide analysis shows that dry-season farming has altered the natural groundwater recharge sources in the Bengal Basin, and standing water has become a major source of recharging shallow groundwater.

Similarly, man-made ponds31,66 can recharge shallow groundwater. Stahl et al.19, have shown that the presence of terrestrial crab burrows in pond beds can short-circuit low-permeability surface sediments and provide widespread conduits for groundwater recharge; they estimated the recharge flux to be 223 cm/year at their field site.

Although on an annual time scale, there is a net discharge from aquifers to the rivers3, local rivers can also recharge shallow aquifers in response to lowering of groundwater level24,59 especially in the dry season when groundwater heads fall below the river head leading to flow reversal that can recharge the aquifer or during the early monsoon when river and stream stage rise precedes the rise in groundwater levels. Recharge from riverbeds is more complex than recharge from ponds and rice fields. There are two modes of recharge from small rivers: (1) recharge during the dry season when groundwater levels fall; (2) recharge in the early monsoon when river levels rise faster than groundwater levels. During the dry season, small rivers behave like other standing water sources and have an isotopic signature indicating evaporation. This type of recharge is clearly identified as standing water from its isotope values. During the monsoon, however, small rivers act as conduits for the recharge of precipitation, and thus the isotopic signature matches that of early monsoon precipitation. This type of recharge, although passing through riverbeds, is identified as coming from precipitation in our model.

Timing of recharge from precipitation and standing water

Groundwater isotope ratios in temperate regions are isotopically similar to the precipitation amount-weighted isotope ratios67,68,69. In the tropics, groundwater isotope ratios have been shown to be isotopically lighter than the amount-weighted precipitation isotope ratios, which have been interpreted as a recharge bias toward large rainfall events70. However, unlike the commonly observed pattern in the tropics70, a majority of shallow and intermediate groundwater isotope ratios (Fig. 3) in the Bengal Basin are heavier than the modern amount-weighted mean precipitation isotope ratios (−46.5‰ and −6.9‰ for δ2H and δ18O, respectively).

Our mixing models suggest that the combination of precipitation to recharge is skewed towards heavier values along the meteoric mixing line (Fig. 8). For all of the models, 70% of the precipitation isotope ratios estimated to contribute to recharge were heavier than −6.9‰ (for δ18O)—the amount weighted mean precipitation δ18O value. Therefore, our modeling suggests that groundwater is not recharged evenly across the monsoon season and is seasonally biased toward early monsoon rainfall, which is typically heavier than late monsoon precipitation (Fig. 3a, b).

Fig. 8: Isotopic distribution of input and modeled precipitation and standing water in groundwater.
figure 8

Distribution of input (a and b) precipitation and standing water δ18O values. Distribution of modeled precipitation and standing water δ18O values in groundwater (a(i) to b(iii)). The red line in panel a is the amount weighted mean precipitation δ18O value.

For all the models, the contribution from isotopically-light standing water sources (δ18O < −6‰) is low (<10%), and the proportion of isotopically enriched (δ18O > −2‰) standing water values is >50% (Fig. 8) suggesting that standing water recharges groundwater mostly during the latter part of the dry season when the standing water bodies have become isotopically enriched due to evaporation. Groundwater levels are lowest during the latter part of the dry season, which leads to an increase in the difference between surface water and groundwater levels. The increased downward head gradient during this period draws more recharge from standing water into available aquifer storage. This process of induced recharge from ponds and canals is widely observed in many regions with intensive groundwater pumping, including the High Plains and the Mississippi Alluvial aquifer systems of the US, as well as the Indus Basin71,72,73.

Monthly groundwater hydrograph data from 1230 groundwater wells in Bangladesh from 2000 to 2013 supports the isotopic-derived inference on the timing of groundwater recharge. Typically, groundwater levels are the lowest in April-May and highest in September-October. With these groundwater hydrographs, we considered rates of net discharge during the dry season (November to April) and rates of net recharge during the monsoon (April to October). During the dry season, the groundwater hydraulic head decreases rapidly from October to January (>50% of the total decline in groundwater level) for most of the wells in response to natural discharge and groundwater abstraction (Fig. S8a). Even though a large proportion of groundwater abstraction for dry season farming occurs between December and April28, the decrease in the head between February and April is smaller compared to the period from October to January (Fig. S8), suggesting that a portion of pumped water might be infiltrating back—phenomena suggested by field experiments27,64. It is important to note that a falling water table does not imply that recharge is not occurring, but rather indicates that discharge is in excess of recharge at the time. Thus, during periods of high levels of discharge (e.g., during the irrigation season), total recharge may actually increase, while groundwater levels will nonetheless fall if discharge exceeds recharge. In fact, in the case of induced recharge from standing bodies of water, a falling water table will increase the downward head gradient and lead to greater recharge from standing water.

During the monsoon, the data suggests that most of the wells experience their greatest hydraulic head increase between June and early August (Fig. S9a, b) suggesting that a large proportion of net recharge happens during the early part of the monsoon—thus, verifying the results obtained from the isotope mixing models. The head change in September is negligible (Fig. S9c) across the country except in some northwestern parts, which are experiencing a long-term decline in groundwater level due to massive abstraction and reduction in precipitation74,75. The lack of rise in groundwater level in September suggests little recharge from precipitation. Similarly, in October, heads do not change for several wells suggesting even less recharge from precipitation as compared to the earlier months; for wells lying in the floodplains of Ganges and Brahmaputra, the head, in fact, goes down as groundwater starts discharging to the river (Fig. S9d).

Regional model of shallow groundwater recharge

Our analysis of the combined isotope database supports a conceptual model of modern groundwater recharge in the Bengal Basin that divides groundwater recharge into three phases: (1) dry season (November–April), (2) early monsoon (May–August), and (3) late monsoon (September–October). These phases of the seasonal hydrologic cycle are similar to the results of Harvey et al., a small-scale study18 based on measured heads and water levels in one village. However, Harvey et al. did not distinguish between recharge from precipitation and recharge from standing water, an important focus of this regional study.

(1) Dry season—During the dry season, the groundwater head falls because of pumping and discharge to rivers6,76,77, and the resulting increase in vertical head gradients draws more recharge from standing water into aquifers even as the water stored in aquifers decreases (Fig. 9a). The proportion of recharge from different sources depends on several factors including water table drawdown, distance from rivers, patterns of hydraulic conductivity, and availability of standing water sources.

Fig. 9: Conceptual recharge model for a shallow (<50 m deep) aquifer in the Bengal Basin from ponds and rice fields.
figure 9

a In phase 1 (November–April), large amounts of groundwater are extracted for rice irrigation leading to a lowering of the water table. During the same period, the aquifers are also recharged due to the lowering of the water table and higher head of ponds and rice fields. b In phase 2 (May–August), the shallow groundwater starts to recharge rapidly in response to the incoming monsoon precipitation, and by July, the aquifer is mostly recharged. c During the early part of phase 3 (September), the aquifers are completely replenished, and most of the subsequent monsoon precipitation is rejected by the aquifer. By the end of phase 3 (October), the monsoon has finished, and the flood waters have receded, beginning a period of groundwater abstraction for irrigation. The blue and gray arrows illustrate the recharge paths. For simplicity, the exchange between river and groundwater has been excluded from this figure.

The depth of the dry season decline in the water table elevation has increased over recent decades because of groundwater extraction. For rice field irrigation, which makes up more than 85% of groundwater pumping78, the amount of dry-season decline in the water table due to irrigation pumping is limited by the potential evaporation of rice fields. Groundwater pumped for irrigation circulates through rice fields, and what is not evapotranspired recharges the aquifer as return flow. Although drawdown is limited by the maximum rate of evapotranspiration, the rate of recharge from irrigated fields that returns to aquifers is not constrained and will increase with increasing rates of irrigation.

This circulation process can be formulated with a simple water balance: Q = RF + ET, where Q is the extraction rate, RF is return flow, and ET is evapotranspiration, all in units of volume flux of water per unit area of rice field. The decline of the water table is dH/dt = (Q − FR)/Sy = ET/Sy, where Sy is the specific yield. Perhaps surprisingly, the decline in the water table is not a function of the pumping rate in a circulating system, depending only on ET and Sy. However, the rate of recharge is a function of the pumping rate despite the independence of the water table decline and pumping rate. This formulation assumes that irrigated fields are not simultaneously drained to rivers. Since rice is grown in standing water, and rice farming techniques used in the Bengal Basin are not the most efficient79, a surplus of water (i.e., RF) recharges back to the aquifer. An important implication for groundwater isotopes is that enrichment may continue as groundwater is circulated. Over decades, groundwater may become progressively even more enriched in heavy isotopes as it is pumped to the surface, subjected to evaporation, and returned back to aquifers.

(2) Early monsoon—During the early monsoon, the unsaturated zone above the unconfined water table is filled by monsoon precipitation (Fig. 9b). During this phase, maximum recharge by precipitation takes place, as evidenced by the distribution of precipitation isotope ratios estimated to be in groundwater by our model (Fig. 8) and the rise in groundwater hydrographs (Fig. S9). Independent analysis of groundwater hydrographs also suggests a rapid rise in groundwater levels during this period6,25. Recharge occurs across the entire basin, and in some regions (such as the northeast, Fig. 9), maximum groundwater levels are observed during this time6. Estimates of the mass of total water storage from GRACE and groundwater storage from wells during 2002–201080,81 indicate that, on average, 85% of the water is recharged by the end of July.

(3) Late Monsoon—In the late monsoon, groundwater recharge varies regionally, but is generally small. In eastern parts of Bangladesh (light green region in Fig. S9) where shallow groundwater aquifers have already been recharged to a large extent during phase 2, the remaining space—if any—in the shallow aquifers is recharged in the early part of phase 3 (Fig. 9c). Groundwater levels in the shallow aquifers in these regions are highest in August or early September6. Precipitation and flooding events during this time do not recharge the aquifers, and these waters are rejected as the shallow aquifers have already been filled. This region not only receives more precipitation than the western parts (Fig. S1) of the basin but also has a lower proportion of irrigated area that relies on groundwater25. Other regions, mostly the western parts of Bangladesh and West Bengal, receive lower rainfall (Fig. S1), are less prone to flooding, and are intensively farmed and pumped for irrigation25. In these regions (shown in light gray in Fig. S9), where annual abstraction exceeds the groundwater recharge6,25,82, the aquifer continues to be recharged even during the late monsoon season.

Implications for groundwater quantity, groundwater quality, and human habitability

Changes in the contribution from different sources suggest that the flow path of water entering the subsurface had changed. Large-scale shifts in the flow paths likely have effects on the geochemistry of groundwater. Regional increases in contributions from ponds, rice fields, and rivers could threaten the regional quality of shallow groundwater. Circulating irrigation return flow may contaminate groundwater with increasing levels of solutes from rice fields. The input of reactive organic carbon has been implicated in arsenic mobilization within aquifers17,18,63,83,84, although the source of this reactive carbon remains an area of active inquiry. Small-scale field studies have documented pollutants transported from ponds to drinking water wells85,86,87,88, there is a growing concern about nitrate pollution in surface and groundwater89, and local groundwater quality assessments have documented E. coli, major ions, trace elements, and organic compounds90,91,92,93,94,95,96,97,98,99,100.

The Indian subcontinent accounts for more than 25% of the total global groundwater withdrawal, and several areas are experiencing rapid declines in groundwater levels or reductions in groundwater quality1,101,102. A variety of studies in the subcontinent, such as9,24,66,72,103,104,105 have focused on understanding the rate of recharge and the chemical load carried in recharge, regional groundwater depletion, and sources recharging groundwater; however, a systematic analysis on the effect of large-scale pumping and dry-season farming on the timing and sources of recharge across the Indus–Ganges–Brahmaputra Basin is missing. Understanding how intensive groundwater pumping has affected and will continue to affect, both the sources and timing of groundwater recharge is essential to understanding and managing the regional hydrologic system.

Our isotopic analysis provides evidence that across much of the eastern and southern Bengal Basin, late monsoon precipitation does not recharge groundwater, likely because aquifers are full by August, so precipitation in September-October is lost as runoff. Local hydrological modeling and field studies have arrived at a similar conclusion6,24,25,106. This “rejected potential recharge” was the focus of Roger Revelle’s seminal paper107 that promoted the idea of reducing monsoon flooding by pumping groundwater to lower the water table during the dry season so that more precipitation would infiltrate during the monsoon rather than contribute to flood water. There is little evidence that widespread pumping has reduced flooding. Our isotope analysis suggests that increased pumping could be sustained in many parts of the basin where precipitation is sufficient to return the water table to the land surface every monsoon.

Methods: Monte-Carlo simulations

Model 1: Mixtures of precipitation and standing water

We model groundwater isotope ratios as a mixture of precipitation and standing waters (i.e., ponds and rice fields):

$${\delta }^{18}{O}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}}\delta }^{18}{O}_{{{{{\rm{precip}}}}}}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{18}{O}_{{{{{\rm{stand}}}}}}$$
$${\delta }^{2}{H}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}}\delta }^{2}{H}_{{{{{\rm{precip}}}}}}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{2}{H}_{{{{{\rm{stand}}}}}}$$

where δ18Ogw and δ2Hgw are the isotope values of the groundwater, δ18Oprecip and δ2Hprecip are the isotope values of precipitation and δ18Ostand and δ2Hstand are the isotope values of the evaporated standing water bodies. fprecip and fstand are the fractional contribution of precipitation and standing water to the groundwater and fprecip + fstand = 1.

We simulated all pairs of groundwater and standing water samples. We first obtain the δ18Oprecip and δ2Hprecip endmember values defined as the intersection between the LMWL and the line joining the groundwater and the standing water sample in the dual isotope space (see Fig. 5a). Then, fprecip and fstand were calculated as:

$${f}_{{{{{\rm{precip}}}}}}=\frac{{\delta }^{18}{O}_{{{{{\rm{precip}}}}}}-\,{\delta }^{18}{O}_{{{{{\rm{gw}}}}}}}{{\delta }^{18}{O}_{{{{{\rm{gw}}}}}}-\,{\delta }^{18}{O}_{{{{{\rm{stand}}}}}}}$$
$${f}_{{{{{\rm{stand}}}}}}=1-{f}_{{{{{\rm{precip}}}}}}$$

After calculating the contribution of precipitation and standing water endmembers for each pair (Fig. 5a), we calculated the mean to obtain the average contribution of precipitation and standing water endmembers respectively.

Models 2 and 3: Mixtures of three recharge sources

In the 3-endmember second and the third mixing models, we applied a Monte Carlo method39,108,109,110,111 to estimate probability distributions of the contributions of different sources recharging groundwater. This method entails more steps than model 1, that had only the two endmembers. The Monte Carlo simulations each draw from the large data set of precipitation and standing water isotope data to fully cover the probabilistic range of values as characterized by the available data.

Below, we describe the isotope values of each endmember. For the river endmember, we chose a fixed value (δ18Oriv = −7.4‰ and δ2Hriv = −50‰), as the isotopic variation in the river values were negligible (Fig. 4a). We calculated amount-weighted mean precipitation isotope ratios by weighting each sample by its proportional contribution to total annual precipitation. We assumed that precipitation isotope values follow a bivariate normal distribution with values {m2-H, m18-0, σ2-H, σ18-O, ρ} of {− 46.5, − 6.9, 31.2, 3.7, 0.9} where m2-H, m18-0, σ2-H, σ18-O are the amount-weighted mean and standard deviation of the precipitation isotope values and ρ is the correlation between the O and H precipitation isotopes. For the standing water endmember, we assumed that all the standing water samples included in this study (n = 447) are representative of the true distribution of the standing water isotope values and we treated each standing water isotope value as a potential endmember.

For each standing water sample, we simulated 500 random draws of precipitation isotope values to obtain precipitation endmember values. For each groundwater sample, we repeated the above process of simulating random draws of precipitation isotope values for each of the 447 standing water samples. In total, our approach generated >200,000 (447 standing water values multiplied by 500 precipitation values) possible “mixing triangles” for each groundwater sample.

For each combination of standing water, river and precipitation endmembers, where the endmember values were solvable (0 < = {fprecip, friv, fstand} ≤ 1 and fprecip + friv + fstand = 1), we obtained the fractional contribution of the endmembers (Fig. 5b). When a groundwater sample fell outside the triangular domain (“mixing tringle”) defined be the three end members (Fig. 5b), we discarded this combination and did not calculate fprecip, friv, fstand as they would not fulfill the criteria: 0 ≤ {fprecip, friv, fstand} ≤ 1. After calculating the contribution of precipitation, river and standing water endmembers for each solvable triangle (Fig. 5), we calculated the mean to obtain the average contribution of precipitation, river and standing water endmembers, respectively.

We only included groundwater samples that fell below the LMWL and were not highly evaporatively enriched. For groundwater samples, falling on or above the LMWL (14% of the total groundwater sample), the contribution of surface water is minimal, and we assumed that the groundwater sample is completely recharged from precipitation i.e., fprecip = 1 and fstand = friv = 0. Similarly, highly evaporated groundwater samples (deuterium excess <0‰, 5% of the total groundwater sample) also typically fall outside the mixing triangle because the groundwater isotope ratios will have heavier isotope values than most of the standing water endmember values; this will result in only a small number of plausible mixing triangles. We assumed these evaporated samples to be recharged solely from standing water i.e., fstand = 1 and friv = fprecip = 0. These assumptions are valid as it is very unlikely that samples falling above the LMWL are recharged by standing water. Similarly, highly evaporated groundwater samples are likely to be recharged primarily by standing water.

Model 2: Mixtures of one precipitation event, river and standing water

In the second model, we considered a 3-endmember mixing model with precipitation, large rivers and standing water as the potential sources (Fig. 5b). Groundwater sample isotope ratios (δ18Ogw and δ2Hgw) were modeled as a mixture of precipitation, river and standing waters endmembers:

$${\delta }^{18}{O}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}}\delta }^{18}{O}_{{{{{\rm{precip}}}}}}+{{f}_{{riv}}\delta }^{18}{O}_{{{{{\rm{riv}}}}}}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{18}{O}_{{{{{\rm{stand}}}}}}$$
$${\delta }^{2}{H}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}}\delta }^{2}{H}_{{{{{\rm{precip}}}}}}+{{f}_{{{{{\rm{riv}}}}}}\delta }^{2}{H}_{{{{{\rm{riv}}}}}}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{2}{H}_{{{{{\rm{stand}}}}}}$$

where δ18Ogw and δ2Hgw are the isotope values of the groundwater, δ18Oprecip and δ2Hprecip are the isotope values of precipitation, δ18Oriv and δ2Hriv are the isotope values of the large rivers and δ18Ostand and δ2Hstand are the isotope values of the evaporated standing water bodies. fprecip, friv, and fstand are the fractional contribution of precipitation, large rivers and standing water to the groundwater and fprecip+friv + fstand = 1. After defining the isotope ratios of each endmember, we solve the above equations to obtain the fractional contributions of the endmembers (friver, fprecip, and fstand.).

Model 3: Mixtures of two precipitation events with standing water

The third model consists of two precipitation and a standing water endmember (Fig. 5c). In this model, groundwater isotope ratios were modeled as:

$${\delta }^{18}{O}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}1}\delta }^{18}{O}_{{{{{\rm{precip}}}}}1}+{{f}_{{{{{\rm{precip}}}}}2}\delta }^{18}{O}_{{{{{\rm{precip}}}}}2}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{18}{O}_{{{{{\rm{stand}}}}}}$$
$${\delta }^{2}{H}_{{{{{\rm{gw}}}}}}={{f}_{{{{{\rm{precip}}}}}1}\delta }^{2}{H}_{{{{{\rm{precip}}}}}1}+{{f}_{{{{{\rm{precip}}}}}2}\delta }^{2}{H}_{{{{{\rm{precip}}}}}2}+{{f}_{{{{{\rm{stand}}}}}}\delta }^{2}{H}_{{{{{\rm{stand}}}}}}$$

where δ18Ogw and δ2Hgw are the isotope ratios of the groundwater, δ18Oprecip1 and δ2Hprecip1 and δ18Oprecip2 and δ2Hprecip2 are the isotope ratios of precipitation endmembers respectively. fprecip1, fprecip2, and fstand are the fractional contribution of precipitation and standing water to the groundwater and fprecip1+fprecip2 + fstand = 1. In this model, for each standing water endmember, we generate two distinct sets of 500 random precipitation isotope values, and from each set a random precipitation value is selected to obtain a pair of precipitation isotope ratios (Fig. 5c). We then solve the above equations to obtain the fractional contributions of the endmembers (friver, fprecip2, and fstand).