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Erschienen in: Hydrogeology Journal 3/2019

Open Access 12.02.2019 | Report

Tracing natural groundwater recharge to the Thiaroye aquifer of Dakar, Senegal

verfasst von: Seynabou C. Faye, M. L. Diongue, Abdoulaye Pouye, Cheikh B. Gaye, Yves Travi, Stefan Wohnlich, Serigne Faye, Richard G. Taylor

Erschienen in: Hydrogeology Journal | Ausgabe 3/2019

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Abstract

Urban groundwater in Sub-Saharan Africa provides vital freshwater to rapidly growing cities. In the Thiaroye aquifer of Dakar (Senegal), groundwater within Quaternary unconsolidated sands provided nearly half of the city’s water supply into the 1980s. Rising nitrate concentrations traced to faecal contamination sharply curtailed groundwater withdrawals, which now contribute just 5% to Dakar’s water supply. To understand the attenuation capacity of this urban aquifer under a monsoonal semi-arid climate, stable-isotope ratios of O and H and radioactive tritium (3H), compiled over several studies, are used together with piezometric data to trace the origin of groundwater recharge and groundwater flowpaths. Shallow groundwaters derive predominantly from modern rainfall (tritium >2 TU in 85% of sampled wells). δ18O and δ2H values in groundwater vary by >4 and 20‰, respectively, reflecting substantial variability in evaporative enrichment prior to recharge. These signatures in groundwater regress to a value on the local meteoric water line that is depleted in heavy isotopes relative to the weighted-mean average composition of local rainfall, a bias that suggests recharge derives preferentially from isotopically depleted rainfall observed during the latter part of the monsoon (September). The distribution of tritium in groundwater is consistent with groundwater flowpaths to seasonal lakes and wetlands, defined by piezometric records. Piezometric data further confirm the diffuse nature and seasonality of rain-fed recharge. The conceptual understanding of groundwater recharge and flow provides a context to evaluate attenuation of anthropogenic recharge that is effectively diffuse and constant from the vast network of sanitation facilities that drain to this aquifer.
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Electronic supplementary material

The online version of this article (https://​doi.​org/​10.​1007/​s10040-018-01923-8) contains supplementary material, which is available to authorized users.

Introduction

Over the last half century, rates of urban population growth in Sub-Saharan Africa have been the highest among the world’s regions (UNDESA 2017). In 2010, the urban population of Sub-Saharan Africa was estimated to be 294 million; by 2030, this is projected to grow to 621 million. Such rapid urbanisation presents serious challenges to the provision of universal access to safe water and sanitation by 2030 outlined in United Nations’ Sustainable Development Goal (UN SDG) 6. A recent overview of urban water-supply sources in 10 African cities (Foster et al. 2018) reveals that urban groundwater represents a substantial, strategic freshwater resource to meet rising demand under accelerating rates of urbanisation and reduced river-intake due to pollution and climate change. As also recognised by Adelana et al. (2008), there is a critical need to manage groundwater storage as a strategic reserve, used conjunctively with surface-water sources, to improve security of urban water supplies.
Like other large conurbations in tropical West Africa, the city of Dakar (Senegal) experienced rapid population growth in the 1970s that coincided with the onset of Sahelian drought; its population increased sharply from just over half a million inhabitants in 1972 to 3 million inhabitants in 2009. Dakar and its periphery on the Cap Vert peninsula (Fig. 1) represent 54% of the total urban population of Senegal and cover an area of 550 km2 corresponding to 0.3% of the nation’s land area (ANSD 2013). The unconfined Thiaroye aquifer comprising unconsolidated Quaternary sands lies beneath an area of suburban Dakar that features considerable groundwater resources, which during the 1970s and 1980s contributed up to 47% of the freshwater supply to Dakar. Suburban areas overlying this aquifer include Pikine, Guediawaye and Thiaroye (Fig. 1), and possess an estimated population of 1.6 million inhabitants in 2012 (ANSD 2013).
Since 2000, groundwater abstraction from the Thiaroye aquifer has declined drastically as nitrate concentrations in production boreholes rose. During the mid to late 1980s, nitrate concentrations of between 80 and 285 mg/L were observed (Collin and Salem 1989; SONEES 1989). By the turn of the twenty-first century, nitrate concentrations in the Thiaroye aquifer of up to 500 mg/L were recorded (Cissé Faye et al. 2004; Mandioune et al. 2011) and traced to faecal sources using stable isotopes ratios of O and N in nitrate (Re et al. 2010; Diedhiou et al. 2012). The substantial reduction in urban groundwater abstraction since the millennium has led to rising groundwater levels which outcrop as seasonal lakes and cause recurrent flooding in the suburban areas of Pikine, Guediawaye and Thiaroye (Fig. 1b).
Isotopic tracers such as the stable-isotope ratios of oxygen (18O/16O) and hydrogen (2H/1H) as well as radioactive tritium (3H) can constrain both the origins of groundwater recharge and residence time of groundwater (Clark and Fritz 1997). Stable-isotope ratios of O and H in groundwater are considered to be transported conservatively in shallow aquifers where the evaporation and water–rock interactions are limited (Gat 1996). Consequently, comparisons between isotopic signatures in rainwater and groundwater can be used to trace sources of rain-fed recharge (e.g. Kumar et al. 2011; Parisi et al. 2011; Jasechko and Taylor 2015; Karami et al. 2016). Tritium with a half-life of 12.3 years can be used roughly to constrain whether groundwater derives primarily from precipitation that fell before the “bomb pulse” of the early 1960s resulting from thermonuclear atmospheric testing (i.e. pre-modern) or after the bomb pulse (i.e. modern).
This study seeks to improve an overall understanding of rain-fed (natural) groundwater recharge and flow regimes in the now highly contaminated Thiaroye aquifer of Dakar in order to better understand the attenuation capacity of this urban aquifer. Specifically, the study applies isotopic tracers to: (1) identify the origin and sources of the shallow groundwater; and (2) trace groundwater flow regimes (i.e. recharge and discharge). In addition, recently collated piezometric data from the Thiaroye aquifer are used to support analyses and interpretations derived from isotopic tracers and quantify recharge.

Study area

The study area is located on the Cap Vert peninsula east of central Dakar between the extreme westward side of the peninsula that is characterized by the uplift of Quaternary sedimentary deposits (105 m) and the Thies plateau (127 m) towards the east (Fig. 1a). This low-lying area features Quaternary sand dunes trending in a SW–NE direction and niayes, interdunal depressions that are currently dominated by agricultural activities (Fig. 1b). Lakes occur along the northward coast and most of them are seasonally dry except for the hypersaline Retba Lake. Urban mapping from aerial photography (1942, 1966, 1978) and satellite images (1972, 1986, 1995, 2006, 2009, 2010) shows that urbanisation occurred after the Sahelian drought that started in the 1970s, which was characterised by rapid growth in informal settlements and substantial reductions in natural or cultivated vegetative land cover (Sow 2009). The peninsular climate of Cap Vert is semi-arid with low mean annual precipitation ranging between 450 and 500 mm, which occurs exclusively during rainy season between July and October; mean daily temperatures range between 21 and 29 °C and high evapotranspiration ranges from 1,800 to 2,100 mm/year.
The Thiaroye aquifer is part of the Senegalese sedimentary basin and covers an area of about 300 km2 from Dakar to Kayar in the Senegal northeastern coastal zone. Unconsolidated Quaternary sands overlie Eocene-aged marl and clay formations which outcrop in the south. Quaternary deposits consist largely of clayey sands, coarse sands and aeolian sands from the Ogolian dunes edified during the last glacial period (Hebrard 1966). The thickness of the sediments varies from 5 m in the southeastern edge to 75 m towards the north-west strongly related to the morphology of the marl basement. Hydraulic conductivity (K) of the unconfined Thiaroye aquifer ranges from 10−3 and 10−5 m/s (OMS 1972; Cissé Faye et al. 2001) and specific yield is estimated to be approximately 20% from pumping tests and laboratory column tests (Martin 1970; Diedhiou et al. 2012). Aquifer transmissivity varies between 10−1 and 10−3 m2/s (OMS 1972).

Sampling and analytical procedure

Rainwater and groundwater sampling and monitoring

Monthly rainwater samples were collected between June and October 2008 at eight meteorological stations (Fig. 1). Aliquot fractions of daily rainfall samples from 30/06 to 31/08/2008 (sample 1) and from 01/09 to 21/10/2008 (sample 2) were analysed for both stable isotope ratios of O and H and 3H (details in the subsequent text). In all, 39 groundwater samples were collected between March 2007 and October 2008 from piezometers, hand-pumped wells, and production boreholes (Fig. 1). A total of 43 groundwater was also collected from many of the same locations during September 2017. All samples from piezometers and hand-pumped wells were collected after purging with submersible pump until consistent readings of pH and electrical conductivity (EC) were obtained. In continuously pumped production boreholes, this latter procedure was not necessary. Other in situ measurements such as temperature (T°) and alkalinity were also made at the wellhead. Samples were filtered (0.45-μm membrane) and analysed for δ18O, δ2H and 3H. Groundwater-level monitoring data were compiled from both low-frequency observations, collected using a dipper at two piezometers, P2-5 (1987–1991) and P2-3 (1998 to 2002), and high-frequency observations at two sites in 2010–2011 and three sites in 2017–2018—see electronic supplementary material (ESM).

Chemical and isotopic measurements

Stable-isotope ratios of O and H in samples collected between 2007 and 2008 were analysed at the Institute of Groundwater Ecology (IGE) and Helmholtz Center (Germany), respectively, using the standard CO2 equilibration according to Epstein and Mayeda protocol (Epstein and Mayeda 1953) and zinc reduction techniques (Coleman et al. 1982). Groundwater samples collected in 2017 were analysed by a commercial laboratory, Elemtex Limited (UK). δ18O and δ2H compositions are reported in the conventional ‰ notation referenced to the V-SMOW. The analytical reproducibility is ±0.1‰ for the oxygen and ± 1.0 ‰ for deuterium. Tritium analyses were performed by electrolytic enrichment and analyzed with a liquid scintillation counting method and results are reported as tritium units (TU) with an analytical error of ±0.7 TU. Dating of groundwater by decay of tritium is based on the assumption that the tritium input to the recharging water is known and that the residual 3H measured in groundwater is the result of radioactive decay alone.

Results

Isotopic composition of meteoric waters

Time-series records of the isotopic composition of rainfall in both Dakar and Senegal are limited and are derived from two sampling campaigns in 1981 and 2008. During the 2008 monsoon, 14 monthly values of the stable isotope ratios of O and H in rainfall derive from sampling twice (primarily July, September) at eight locations in the Thiaroye area of Dakar (Table 1). These data regress (R2 = 0.99) along a local meteoric waterline (LMWL), δ2H = 7.4 · δ18O + 5.6, that reflects the impacts of evaporative enrichment (e.g. lower slope) relative to a previously computed LMWL by Travi et al. (1987), δ2H = 7.9 · δ18O + 10 (R2 = 0.97), based on a set of seven monthly samples collected from rainfall stations across Senegal (i.e. Mbour, Diafilon, Tambacounda, Richard-Toll) in July and August during the 1981 monsoon; the latter dataset is consistent with the Global Meteoric Water Line (GMWL; Fig. 2). Curiously, δ2H and δ18O values in sampled rainfalls from the Cap-Vert peninsula in September 2008 consistently show greater depletion in the heavy isotope of O and H, −2 and −15‰, respectively, relative to rainfalls sampled in July and August; such differences during the monsoon are not evident in the national-scale dataset of Travi et al. (1987). In the data from 2008, a relationship between rainfall amount and depletion in the heavy isotope of O or H, known as the “amount effect”, is not evident.
Table 1
Stable-isotope ratios of O and H and rainfall depth from eight meteorological stations in the Thiaroye aquifer in 2008
Station
ID
Month
Precipitation (mm)
δ18O [‰]
δ2H [‰]
3H [TU]
Dakar-Yoff
DKYSI
June
July
August
10.5
42.6
149.6
−4.34
−25.6
2.1
DKYS2
September
October
220.8
6.4
−7.33
−48.5
2.4
Dakar-Hann
DKHS1
July
August
45.5
113
−5.37
−33.4
2.4
DKHS2
September
October
115.5
13.5
−6.89
−44.5
2.8
Bel–Air
BELS1
July
August
65.4
134.6
−4.58
−27.1
2.4
BELS2
September
October
106.7
7.8
−6.24
−39.8
1.9
Thiaroye
THARS1
July
August
278
154
−4.75
−30.5
2.0
THARS2
September
October
143.0
10.0
−5.76
−36.5
1.9
Guediawaye
GUEDS1
August
78.5
−4.49
−27.6
2.6
GUEDS2
September
166.5
−6.50
−43.9
2.5
Mbao
MBAOS1
July
August
76.2
175.6
−4.81
−28.8
2.0
MBAOS2
September
30.6
−6.39
−40.9
1.5
Bambilor
BAMBS1
July
August
65.9
147.3
−3.93
−25.4
2.2
BAMBS2
September
October
18.0
6.0
−7.08
−47.3
2.7
Kayar
KAYS1
July
August
58.0
160.0
−4.84
−30.8
2.0
KAYS2
September
109.0
−7.62
−51.4
2.3
Tritium in rainfall sampled during the 2008 monsoon in Dakar ranges from 1.5 to 2.8 TU (Table 1) with a weighted-mean average composition of 2.3 TU. In the absence of long-term monitoring of tritium in rainfall in Dakar, approximation of the input signal since the bomb pulse in the early 1960s can be done using the most proximate station (Aranyossy and Gaye 1992), which for Dakar is Bamako (Mali). These long-term records of tritium activity in precipitation, compiled by the IAEA GNIP, from April 1963 to October 1998 are plotted in Fig. 3. Rough residence-time categories for rain-fed recharge can be identified by (1) considering the radioactive decay of tritium (i.e. half-life of 12.3 years) in precipitation that generated groundwater recharge over this input function from 1963 to 1998, (2) local observations from rainfall in Dakar in 2008 (Table 1), and (3) the 2008 sampling date for tritium values in groundwater. Groundwater that derives from predominantly “modern”, post-bomb pulse rainfall would be expected to feature tritium activities of ≥2 TU. Assuming the pre-bomb pulse tritium content of precipitation in West Africa did not exceed 5 TU, groundwaters that derive predominantly from “pre-modern” (i.e. prior to the bomb pulse) rainfall, would be expected to have a tritium activity of <0.8 TU. Finally, more balanced mixtures of “modern” and “pre-modern” rainfall would be expected to have a tritium activity of between 0.8 and 2 TU.

Isotopic composition of groundwaters

δ18O and δ2H values in sampled groundwater from the Thiaroye aquifer exhibit wide range of values that span >4 and >19‰, respectively, in datasets during two sampling periods in Table 218O: −1.5 to −5.7‰; δ2H: −19 to −38‰; n = 39) and Table 318O: −0.4 to −5.2‰; δ2H: −10 to −37‰; n = 43). Linear regression of both datasets generates slopes (3.9 ± 0.4, 5.2 ± 0.2) that are consistent with enrichment in the heavy isotope of O and H through evaporation (δ2H = 3.9 · δ18O – 16, R2 = 0.77; δ2H = 5.2 · δ18O – 8.3, R2 = 0.95). Both curves regress to the same isotopic composition on the LMWL (δ18O: −6.3; δ2H: −47‰), which is depleted relative to the weighted mean average composition of rainfall estimated from the limited dataset summarised in Table 118O: −5.8; δ2H: −38‰). Neither curve connects with seawater (δ18O = 0‰, δ2H = 0‰) as a potential end member (Fig. 2).
Table 2
Chemical and isotopic composition of sampled groundwaters from the Thiaroye aquifer between March 2007 and October 2008
Well No.
Well ID
Well type
Site
Depth [m]
T [°C]
pH
EC [μS/cm]
δ18O [‰]
δ2H[‰]
3H [TU]
1
P02
DW
Déni B. Ndao
8.49
26.1
5.82
2,530
−3.31
−26.6
2.5
2
P109
DW
Santhiane
12.27
25.9
7.1
108
−4.51
−36.3
2.4
3
P128
DW
Wayambame
9.20
27.6
6.9
720
−5.09
−38.1
4.8
4
P202
DW
Kounoun
5.75
24.4
6.62
4,770
−3.27
−28.4
2.1
5
P209
DW
Bayakh
14.56
24.8
7.04
665
−4.64
−34.6
<0.8
6
P210
DW
Dar. B. Sylla
8.71
26.6
5,73
238
−4.16
−31.6
4.3
7
P215
DW
Golam
7
25,6
6.52
739
−4.64
−34.6
5.1
8
P232
DW
Kaniack
6.86
26.8
6.20
305
−4.49
−33.2
2.5
9
P234
DW
Kayar
1.51
26.7
7.40
2,000
−3.47
−26.7
3.5
10
P213
DW
K. Ab. Ndoye
4.36
28
5.90
3,169
−4.77
−31.6
11
P221
DW
Diender
10.72
27.3
6.79
826
−3.89
−33.5
12
P235
DW
Bambilor
5.07
24.5
7.29
3,180
−3.87
−29.5
2.1
13
P2–10
PZ
Gouy Guewel
8.77
28.9
6.90
1,993
−4,4
−33.5
1.1
14
P2–7
PZ
Tivao. Peulh
7.58
27.8
7.87
584
−3,58
−28.2
2.4
15
P2–9
PZ
Niaga Peulh
4.40
23.8
7.95
556
−2.21
−25.2
2.1
16
P2–5
PZ
Corn. Guedia
4.55
30.6
7.42
1,465
−1.51
−18,9
2.3
17
P2–6
PZ
Boune
3.27
26
6.46
1,497
−5.08
−33.2
2.1
18
P2–3
PZ
Crois. Bethio
13.59
29
8.21
690
−4.76
−37
3.5
19
P2–2
PZ
Cambérène
5.58
30.2
6.90
1,784
−4.35
−37
2.5
20
P2–8
PZ
Tivao. Peulh
5.59
26.1
7.90
649
−4.40
−34.7
<1.2
21
P3–4
PZ
Malika
0.76
27.7
9.92
198
−5.65
−38.2
22
P19
DW
Warouwaye
3.71
27.8
5.46
738
−4.67
−31.8
23
PS4
PZ
S. Mame Gor
6.97
24.2
5.56
608
−2.34
−26.7
2.3
24
PS5
PZ
Mbawane
4.96
24.2
7.97
418
−3.37
−30.1
2.0
25
PS6
PZ
S. Mame Gor
4.12
25.4
6.30
236
−2.91
−29.7
3.8
26
PS7
PZ
Kayar
1,69
31
7.55
607
−2.93
−30.6
5
27
PS10
PZ
Gouy Guewel
4.82
24.6
6.02
363
−2.78
−32.4
5.3
28
PS11
PZ
Gorom I
5.26
25.4
5.13
861
−2.81
−28.3
3.1
29
P1(Techno)
PZ
Technopole
1.31
22.9
6.80
1,772
−2.13
−22.3
1.5
30
P3–1
PZ
Thiaroyes/mer
2.22
26.4
6.62
1,060
−4.67
−32.8
1.3
31
P3–2
PZ
C. M. Thiar
1.2
24.7
6.31
1,797
−3.46
−28.8
3.0
32
Pts 58
DW
Mbeubeuss
3.70
25.9
5.2
1,766
−4.24
−33.7
2.3
33
P21
PZ
Yeumbeul
3.98
28
3.89
2,890
−4.10
32.6
2.2
34
Pz 4
PZ
Pikine
0.87
24.7
6.03
2,850
−4.06
−32.7
3.0
35
Pts 58 bis
DW
Mbeubeuss
9.73
26.8
5.52
556
−3.89
−33.3
2.9
36
F17
BH
Thiaroye
0.57
29.6
4.88
1,687
−4.64
−33.8
2.6
37
F19
BH
Thiaroye
5.34
28.6
4.83
2,100
−4.71
−33.9
2.1
38
F22
BH
Thiaroye
0.21
29.1
5.12
1,956
−4.72
−35.0
2.2
39
P120
DW
Wayabam
7.31
27
6.2
634
−4.41
−33.7
2.8
40
PS1
PZ
Sangalkam
7.35
26.2
6.7
141
−3.83
−32.1
4.1
DW dug well, PZ piezometer, BH borehole, EC electrical conductivity, δ18O and δ2H are with respect to Vienna Standard Mean Ocean Water (VSMOW)
Table 3
Chemical and isotopic composition of sampled groundwaters from the Thiaroye aquifer in September 2017
Well No.
Well ID
Well type
Site
Depth [m]
T [°C]
pH
EC [μS/cm
δ18O [‰]
δ2H [‰]
1
P02
DW
Déni B. Ndao
4.74
28.6
8.0
2,660
−3.60
−26.4
2
P109
DW
Santhiane
6.95
28.0
8.4
690
−4.64
−34.6
3
P128
DW
Wayambame
9.97
28.9
8.2
690
−5.21
−37.0
4
P202
DW
Kounoun
1.60
31.0
6.6
2,130
−3.70
−28.6
5
P209
DW
Bayakh
14.81
30.1
8.0
830
−4.79
−32.7
6
P210
DW
Dar. B. Sylla
9.21
29.6
8.0
448
−3.77
−31.0
7b
P215bis
DW
Golam
6.08
32.0
8.4
321
−4.63
−34.6
8
P232
DW
Kaniack
6.86
24.5
6.6
1,112
−4.35
−32.5
9b
P234bis
DW
Kayar
1.65
29.2
8.6
1,980
−4.38
−27.2
13
P2–10
PZ
Gouy Guewel
9.55
29.2
8.5
1,670
−5.21
−34.6
15
P2–9
PZ
Niaga Peulh
4.98
29.6
8.9
1,460
−4.50
−32.2
17
P2–6
PZ
Boune
2.25
29
8.0
3,850
−3.82
−28.3
23
PS4
PZ
S. Mame Gor
3.90
32.9
6.7
1,260
−4.73
−33.7
24
PS5
PZ
Mbawane
1.92
29.8
8.6
409
−4.60
−32.9
27
PS10
PZ
Gouy Guewel
4.20
29.7
8.3
664
−4.70
−33.7
28
PS11
PZ
Gorom I
4.30
29.4
5.2
230
−5.18
−34.4
30
P3–1
PZ
Thiaroyes/mer
1.32
28.1
8.7
2,290
−0.63
−12.1
32
Pts 58
DW
Mbeubeuss
3.50
28.3
7.2
2,540
−4.28
−29.9
35
Pts 58 bis
DW
Mbeubeuss
3.70
29.0
8.0
1,440
−2.61
−21.2
37
F19
BH
Thiaroye
1.40
29.0
7.5
2,430
−4.83
−31.7
38
F22
BH
Thiaroye
1.50
28.6
7.0
2,680
−4.11
−33.3
39
P120
DW
Wayambame
8.20
28.6
8.0
1,820
−4.99
−34.6
40
PS1
PZ
Sangalkam
4.50
29.3
8.4
1,540
−4.98
−34.6
48
F21
BH
Thiaroye
2.46
29.6
6.7
2,700
−4.62
−32.8
49
F30
BH
Thiaroye
1.94
30.0
8.6
1,130
−2.22
−17.6
50
F31
BH
Thiaroye
2.04
30.6
8.3
2,660
−4.07
−25.9
51
PTS/PD5
DW
K. Massar
3.90
28.7
8.1
2,010
−3.30
−28.6
52
PTS3
DW
K. Massar
1.10
28.7
8.5
2,280
−3.47
−28.2
53
PTS4
DW
K. Massar
1.80
27.8
8.7
1,560
−4.21
−31.8
54
PTS9
DW
Yeumbeul N.
3.80
29.0
7.7
2,020
−3.10
−24.3
55
PD1
MP
M. Gounass
31.5
8.4
970
−5.04
−31.3
56
PD2
MP
M. Gounass
30.0
7.9
2,720
−3.58
−24.5
57
PD3
MP
Yeumbeul S.
29.4
8.1
2,570
−3.18
−22.4
58
PTS14
DW
Yeumbeul S.
3.00
30.3
7.9
2,080
−4.04
−29.8
59
PTS2
DW
Djiddah T. K.
1.40
29.6
8.3
3,090
−3.00
−24.0
60
PTS01
DW
Tivaouane P.
6.20
29.2
9.1
660
−4.76
−32.2
62
PTS8
DW
Yeumbeul N.
2.60
29.6
8.8
3,260
−1.64
−18.4
63
PTS5
DW
Keur Massar
4.80
28.1
7.8
2,040
−1.20
−14.6
64
PD6
MP
Malika
30.1
7.8
1,780
−0.39
−10.1
65
PTS10
DW
Sicab Mbao
0.80
27.7
8.6
3,140
−0.82
−11.5
66
PTS12
DW
Sicab Mbao
−1.30
30.2
8.5
2,280
−0.97
−14.4
67
PTS15
DW
Mbao
0.50
30.6
9.7
2,530
−0.79
−10.6
68
PTS16
DW
Mbao
1.10
30.0
8.8
1,061
−1.82
−19.9
DW dug well, PZ piezometer, BH borehole, EC electrical conductivity, δ18O and δ2H are with respect to VSMOW
The spatial distribution of stable isotope ratios of O in groundwater (Fig. 4) shows that signatures more enriched in the heavy isotope (18O) occur proximate to ephemeral (seasonal) and perennial surface waters and wetlands (niayes) that represent groundwater discharge zones along the northern coast of the peninsula. Contours of hydraulic head from datasets amassed in 2007 and 2017 (Fig. 5) generate flowlines that are consistent with the general flow of groundwater from south to north towards the seasonal lakes and wetlands as well as the perennial saline Retba Lake. Tritium activity in groundwater (Fig. 6) shows a much less uniform distribution with pockets of predominantly modern groundwaters with higher tritium activities (≥3.5 TU) found within areas of high hydraulic head (Fig. 5). Predominantly pre-modern groundwater or mixtures of groundwater derived from modern and pre-modern rainfall are observed adjacent to seasonal and perennial surface waters.

Observed hydrological responses to monsoonal rainfall

Daily and hourly observations of groundwater levels in the Thiaroye aquifer exist for several monitoring wells (e.g. see P3-1, PSQ1, P2-6, P2-5 and P2-2 in ESM) but are of limited duration (i.e. 2010–2011, 2017–2018). Longer time-series observations, albeit of lower frequency, exist for a small number of piezometers (Fig. 7). In all hydrographs, pronounced seasonality is evident with sharp rises during the rainy season and recessions during the subsequent dry season. Application of a simple water-table fluctuation (WTF) model (e.g. Healy and Cook 2002; Cuthbert 2010) in which recharge is computed as a scalar of rainfall with a variable time lag and discharge is estimated from dry-season recessions, is able to represent well (i.e. Nash-Sutcliffe Efficiencies range from 0.60 to 0.62) piezometric observations over a 5-year period for the two sites (P2-5, P2-3) in Fig. 7. Monsoonal (seasonal) recharge estimated from the WTF method and by applying a Sy of 0.20 for the shallow unconsolidated sands of the Thiaroye aquifer, varies from 44 to 251 mm (1987–1991) and 100 to 171 mm (1998–2002).

Discussion

Tracing the origin of rainfall generating groundwater recharge

Shallow groundwaters sampled from the Thiaroye aquifer over two periods in 2007 and 2017 derive predominantly from modern rainfall (i.e. post-1963 bomb pulse) with tritium values exceeding 2 TU in 85% of sampled wells. Stable-isotope signatures in groundwater regress to a value on the LMWL that is depleted in heavy isotopes (δ18O: −6.3; δ2H: −47‰), relative to the weighted mean average composition of local rainfall (δ18O: −5.8; δ2H: −38‰). Limited observations of stable isotope ratios in rainfall for Dakar (Table 1) do not show an “amount effect” (i.e. depletion in the heavy isotope as a function of rainfall amount) observed across the tropics (Jasechko and Taylor 2015) but reveal a bias in the timing of recharge to isotopically depleted rainfalls observed during the latter part of the monsoon (September).

Tracing groundwater flow

δ18O and δ2H values in groundwater vary by over 4 and 20‰, respectively, reflecting substantial variability in evaporative enrichment commonly observed in the Sahel (Fontes et al. 1991). Whether this evaporative enrichment reflects surface ponding prior to recharge (i.e. focused recharge) or potentially direct evaporation from a shallow water table after diffuse recharge remains an open question. Piezometric observations of limited duration at multiple locations (Fig. 7; ESM) exhibit seasonal responses to rainfall during the monsoon that are consistent with diffuse recharge (Cissé Faye et al. 2001; Antea-Senagrosol 2003; PROGEP-ADM 2011). Further, groundwater flowpaths indicated by contours of hydraulic head from piezometric observations (Fig. 5) depict groundwater flow from recharge areas in the northeast and southwest to discharge areas featuring seasonal lakes and wetlands (niayes) along the northern shore of the Cap Vert peninsula (Fig. 8; Table 4). The conceptual model of groundwater flow is further supported by the observed distribution of tritium values in groundwater, whereby higher tritium activities (≥3.5 TU) coincide with zones of higher hydraulic head and discharge areas are characterised by lower tritium and hydraulic head values (Fig. 5).
Table 4
Characteristics of the stable isotopic composition of groundwaters in the Thiaroye Aquifer
Equation
n
Data range (‰)
Mean composition (‰)
Spatial distribution
Min (δ18O, δ2H)
Max (δ18O, δ2H)
δ18O
δ2H
 
δ2H = 4.85 · δ18O –10.65
27
(−5.35, −37.2)
(−0.82, −11.50)
−3.86
−28.9
South-western part: peri-urban groundwater
δ2H = 3.95 · δ18O –15.36
14
(−5.21, −38.1)
(−2.21, −25.2)
−4.37
−32.6
Northern coastal zone
δ2H = 2.82 · δ18O –20.37
24
(−4.01, −33.7)
(−0.34, −10.10)
−2.88
−25.0
Niayes zones
δ2H = 2.90 · δ18O –19.12
19
(−5.18, −36.3)
(−2.78, −26.40)
−4.12
−31.8
South–north eastern part

Natural versus anthropogenic groundwater recharge

Superimposed on the processes of natural groundwater recharge and flow in Dakar characterised by isotopic tracers and piezometric data, is the loading of faecal effluent from the vast network of on-site sanitation facilities, primarily septic tanks that exist above the Thiaroye aquifer. Recent mapping of septic tanks in the Thiaroye area of Dakar reveals: (1) densities ranging from 1 to 70 tanks per hectare, and (2) strong correlations between septic tank density and nitrate concentrations. In contrast to the observed seasonality in natural groundwater recharge, anthropogenic recharge via effluent from on-site sanitation is perennial. The contributions of such loading may not be well recorded in piezometric observations as these rely upon temporal imbalances to trace recharge ‘pulses’, not effectively steady-state loading, to the subsurface (e.g. Healy and Cook 2002). By tracing the natural groundwater recharge and flow to the Thiaroye aquifer, this research informs improved conceptual and numerical models of the Thiaroye aquifer to evaluate its capacity to provide a freshwater supply while hosting a vast network of on-site sanitation systems.

Conclusion

A combination of environmental isotopic (18O, 2H, and 3H) tracers shows that shallow groundwater of the unconfined Thiaroye aquifer in the rapidly growing conurbation of Dakar (Senegal) derives primarily from modern rainfall following the bomb pulse of atmospheric tritium that began in 1963. Shallow groundwater within this Quaternary sand aquifer is biased to isotopic compositions depleted in 18O and 2H relative to the weighted mean isotopic composition of observed rainfall. Limited, local evidence from the Cap Vert peninsula of Dakar on which the Thiaroye aquifer is situated, suggests that rain-fed recharge occurs preferentially during the latter part of the monsoon when soil-moisture deficits are expected to be lower. Further data are required to confirm whether the observed bias to rainfall depleted in the heavy isotope reflects the timing of monsoonal rainfall or its intensity arising from the “amount effect”, a characteristic of rainfall observed across the tropics. The distribution of observed tritium in groundwater is consistent with groundwater flowpaths to seasonal lakes and wetlands (niayes), defined by piezometric records. Piezometric data further confirm the diffuse nature and seasonality of rain-fed recharge. The conceptual understanding of groundwater recharge and groundwater flow derived from this analysis provides a vital context to evaluate attenuation of anthropogenic recharge (effluent) that is effectively diffuse and constant from the vast network of on-site sanitation facilities that drain to this urban aquifer.
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Metadaten
Titel
Tracing natural groundwater recharge to the Thiaroye aquifer of Dakar, Senegal
verfasst von
Seynabou C. Faye
M. L. Diongue
Abdoulaye Pouye
Cheikh B. Gaye
Yves Travi
Stefan Wohnlich
Serigne Faye
Richard G. Taylor
Publikationsdatum
12.02.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Hydrogeology Journal / Ausgabe 3/2019
Print ISSN: 1431-2174
Elektronische ISSN: 1435-0157
DOI
https://doi.org/10.1007/s10040-018-01923-8

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