In continental margin basins, the hydrogeological setting is complex due to transgression/regression events that removed old sediments in the basin and formed new geologic units. Due to the geological complexity, the use of vertical electrical sounding has proven to be insufficient for groundwater explorations. The lack of understanding the geological underground has resulted in many boreholes with low yield or poor water quality. By performing electrical resistivity tomography (ERT) and induced polarization (IP) measurements in 11 villages in Mongicual district, three different layers covering the basement were identified: a weathered autochthon layer, a weathered allochthon layer (paleo-coastal dune) and eolian white sand layer. The drilling at successful boreholes penetrates formations where the resistivity value is between 220 and 770 Ωm, whereas at unsuccessful boreholes the lower parts of the drilled range have resistivity values higher than 770 Ωm. Also, the thickness ratio of the weathered and semi-weathered layer in the unsuccessful boreholes is less than 1/3, whereas in all successful boreholes the ration is higher than 1/2. The difference between autochthon and allochthon layers was detected by heavy minerals content in the red eolian sand layer (Tupuito formation) that increased the chargeability value. The groundwater with a conductivity higher than 2000 µS/cm is linked to the white eolian sand. The surface extension of white eolian sand layer is small to be mapped; therefore, by mapping the eolian white sand formation and the use of ERT and enhanced with IP method would lower the failure rate.
Introduction
The majority of people in Mozambique lives in rural areas and only 29% in rural areas have access to an improved source of drinking water (AMCOW 2012). In response, the Mozambique Government embarked on the Rural Water Point Installation Program (RWPIP) in the provinces of Nampula and Cabo Delgado in northern Mozambique. During a period of 3 years, a total of 600 wells were installed including all facilities and sanitation costing approximately US$ 200 million (MCA 2013). The program had to deal with boreholes failing to supply fresh water. The failures are caused by very low yield in the crystalline basement areas as well as saline water in sedimentary formations located distant to today’s coastal zones. An approach toward dealing with such reasons of failures will be presented in this paper.
The occurrence of groundwater in crystalline basement is controlled by the thickness of the weathered layer and fractures (MacDonald and Calowb 2008). However, it becomes complex when transgression/regression events form new aquifer systems on top of the basement along the continental margins. The basement aquifers in Africa have developed in Precambrian metamorphic and plutonic igneous rocks that occur in many Sub-Saharan countries (MacDonald and Calowb 2008) and are related to the various weathering-erosion cycles which have shaped the African continent (Clark 1985). Although these hard rock aquifers occur regionally, they are discontinuous and the thickness varies with the degree of weathering and exposure to processes of erosion (Wright 1992). Lateral variation in thickness is an important factor to the productivity of the wells (MacDonald and Calowb 2008). Continuity, thickness and preservation of the weathering profile of a productive basement aquifer determine the likelihood of success or failure of water drilling projects. It is therefore important to reconstruct the geological evolution of a particular area from the perspective of the potentials for the formation and preservation of aquifers.
Anzeige
Some ambiguity exists in the interpretation of vertical electric sounding (VES) results as for example, a low resistivity layer can be explained either by the presence of clay or the presence of saline water (Slater and Lesmes 2002).
The aim of this study is to reconstruct the aquifer formation in the study areas based on the results of geological and geophysical investigation. The obtained hydrogeological model would be used to explain the causes of borehole failures and suggest improved methodology to select drilling locations for future projects.
Study area
The study area
The study area is Mongicual district situated in the Eastern part of Nampula province of Mozambique, between Motomonho River to the North and Metomode River to the south, and bound by Meconta and Mugovolas districts to the West and the Indian Ocean to East (Fig. 1). The district is drained by Mongicual River where people go to fetch water. In this Mongicual River, the water dries out during the dry season when the groundwater level decreases. Wells will potentially provide water with improved chemical and bacteriological quality to people and provide water throughout the dry season.
Fig. 1
Location of the research area (red color) and the hydrogeological map (adapted from Ferro and Bouman 1987) showing the positions of surveyed lines (Bm1–Bm11)
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Under the RWPIP, 40 boreholes were drilled in this district for ca 11,000 inhabitants which live widely scattered in family clans (Design Report 2010). The RWPIP designed that one borehole should supply water for approximately 500 inhabitants and have a water-yield of at least 900 l/h to be determined as sufficient for completion. A lower yield was defined as acceptable when less than 500 people in a community were served (Design Report 2010).
Anzeige
Regional geology
The study area is located at the transition of the Precambrian basement complex formed by Nampula and Monapo Complexes and a marginal sedimentary basin (Lächelt 2004). Nampula Complex is described as a complex of migmatite-granitoid group of rocks (Lächelt 2004) that belongs to the Mozambique orogenetic units with ages of 1100–850 Ma. These rocks outcrop in form of Inselbergs that are small residual hills which stand in isolation above the general level of the surrounding erosional plains (Singhal and Gupta 2010). The Mesoproterozoic rocks form the basement of a relatively small sedimentary basin in the study area (Allan et al. 1990; Macey et al. 2007).
This marginal sedimentary basin is evolved between two major Mesozoic-Cenozoic basins, Rovuma Basin to the North and Mozambique Basin to the South (Salman and Abdula 1995). They are formed as a result of the breakup of Gondwana and the formation of the Indian Ocean at the end of Mesozoic (Salman and Abdula 1995; Macey et al. 2013). In the study area, the intrabasin is shallow with less than 50 m depth increasing toward the Indian Ocean (Macey et al. 2007). The basement is covered by the Pleistocene allochthon weathered reddish brown paleo-coastal dune ridge (Tupuito formation) in an east-facing slope described by Macey et al. (2007) as an erosional feature or Pediment (Singhal and Gupta 2010). The sand dune (Tupuito formation) was deposited during the transgressions in the late Pleistocene and Holocene in a coastal environment. The red color is a result of oxidation of iron and other heavy minerals (Macey et al. 2007). Oxidation is a part of chemical weathering process going on in this formation which resulted in a heavy mineral deposit in Moma district (Macey et al. 2007). However, the decreasing with depth of pH and magnetic susceptibility values suggest that the fersiallitic pedogenesis and weathering is most intense within the upper part of the soil profile (Macey et al. 2007). The Tupuito formation is covered by eolian white sand dunes and quaternary alluvial sediments composed by gravel, sand and clay (Macey et al. 2007).
Regional hydrogeology
The hydrogeological map of Mozambique, scale 1:1,000,000 derived from Ferro and Bouman (1987), shows three different quaternary hydrogeological units above the basement (pEG) (Fig. 1). The pEG is covered by the paleo-coastal dune (QpE) constituted by fine to medium red sand, the eolian white sand (Qd) constituted by coarse to medium sand, and the alluvial clay and sand (Qal) (Ferro and Bouman 1987). Little is known about the fractured aquifers at a depth of >50 m. Fractured aquifers are all related to basement aquifers. According to Ferro and Bouman (1987), all Quaternary units are permeable and the yield measured from boreholes varies from 5000 to 10,000 l/h, whereas the basement unit has low permeability and the yield is less than 3000 l/h.
Hydrogeological processes
The hydrogeological setting of the study area is related to the evolution of sedimentary basins which are common in all East Africa. The evolution of these sedimentary basins was divided in two stages (Salman and Abdula 1995): (1) Gondwana stage comprised a period between 300 and 157 Ma ago (Late carboniferous to Middle Jurassic). This stage was characterized by the development of sedimentary basins within the single Gondwana continental mass. (2) Post-Gondwana stage beginning in Upper Jurassic 157 Ma and continuing to the present. This stage was a period of an active breakup of Gondwana and the formation of continental margins of today’s Indian Ocean.
Post-Gondwana stage was subdivided in three phases (Salman and Abdula 1995): (1) the breakup of Gondwana—during this period Gondwana split into two major blocks: West Gondwana (Africa and South America) and East Gondwana (Antarctica, India and Sri Lanka, Madagascar, Seychelles and Australia); (2) stabilization—comprised the stabilization of the East African continental margins accompanied by volcanic activities resulting in the deposition of thick volcanogenic and volcanogenic-sedimentary sequences; (3) neorifting—began 35 million years ago lasting till present.
In Oligocene, the African block rose, accompanied by marine regression. In the Miocene transgression the shallow-water marine environment was restored over a wide shelf. Active rifting of East Africa was also reflected along the continental margins. During Quaternary, the shallow-water shelf of the Miocene sea underwent regional uplifting and those sediments form presently outcrops on the coastal plains (Salman and Abdula 1995).
The Mesoproterozoic gneiss is the basement for the basin in the study area (Allan et al. 1990). The sedimentary cover is composed by eolian sand of different ages and fluvial deposits. The fluvial deposits of reworked gneiss in the West are composed of gravel sand and clay deposited in fluvial environment (Allan et al. 1990). The Valley of Mapane, Monotomo and Mongicual Rivers (Fig. 1) is well developed and cutting into Precambrian formations and therefore might be resting on a zone of weakness and being a river system that may have existed during Mesozoic.
Three hydrogeological units with different aquifer properties can be identified: the basement aquifer (pEG), red coastal dune ridge aquifer (QpE) and white eolian sand aquifer (Qd). pEG underlays the study area with outcrops to the West and plunging eastwards. The permeability depends on the fracture density and the thickness of the weathered layer. The yield is less than 3000 l/h and may reach 5000 l/h in favorable zones (Ferro and Bouman 1987).
The QpE extends over the entire survey area and it is expected to be a more productive aquifer because the permeability and porosity is likely to be high (Ferro and Bouman 1987). In such a case, the yield will depend on the thickness of this formation.
Qd consists of discontinuous units (lenses) controlled by the altitude which can be explained by the ongoing uplifting of Nampula block (Macey et al. 2007) as well as by the climate-controlled sea-level changes. The expected permeability and porosity is high and so the yield.
Rock decomposition and expected geophysical signal
When rocks are exposed to the earth atmosphere, weathering takes place. As a result, weathered and semi-weathered layers known as regolith (Kumar et al. 2016; Wright 1992) form on top of the bedrock (Fig. 2). The regolith is composed by duricrust, saprolite and saprock (Fig. 2) (Acworth 1987). The duricrust is a near surface layer composed of re-concentrated and undissolved minerals of Fe, Al and Si. Saprolite is composed of weathered products of the bedrock and precipitation of leached products from duricrust. At the base of the saprolite lies the saprock which is composed of large blocks of unweathered bedrock surrounded by a matrix of slightly weathered materials (Acworth 1987). The thickness and degree of weathered material are closely related to cycles of relative tectonic stability and the type of the primary rocks (Sharp 2014). In former Gondwana areas which had remained stable since Mesoproterozoic the regolith can extend to depths as great as 90 m for granite and gneiss (Strahler 1971). In the classical profile, the thickness of the weathered layer is 1/3–1/2 of the semi-weathered zone (Sharp 2014). A change in this ratio is attributed to the removal of the weathered layer by erosion or the addition of material by allochthon sediments.
Fig. 2
An example of schematic weathering profile and tentative geophysical resistivity model of each zone.
Adapted from Acworth (1987) and Kumar et al. (2016)
×
According to Acworth (1987), soluble minerals are leached from the weathered layer (duricrust and saprolite) downward. The thickness of the weathered layer varies with the degree of weathering and it has high porosity and permeability. The semi-weathered layer (saprock) is characterized by an accumulation of secondary minerals formed in situ by ion exchange (smaller atoms by larger) and hydration (complexation) leached from the weathered layer. Therefore, the permeability and porosity will decrease in the uppermost part of this layer. The bottom of the semi-weathered layer is characterized by laminated fractures and fissures; hence, the permeability will increase and the porosity decreases.
Water percolating through the weathered material will leach all soluble chemical elements and moves clay fine particles present from the upper near surface and precipitate when the chemical conditions change. This process takes actively place at the boundary of the phreatic-vadose zone. As a result of this leaching and mineral precipitation, the initially favorable hydraulic conditions for an aquifer in the laminated fissure zone are lost (Sharp 2014).
The expected variation of resistivity values is presented in Fig. 2. High resistivity values are expected at the surface. Dry and unconsolidated coarse sediments have high permeability and porosity which yield a high resistivity value (Acworth 1987; Palacky 1988). The resistivity value decreases downward from the surface to saprolite due to compaction of the sediments that decreases the porosity, while the clay and water content increases. The resistivity values will increase again when moving from the saprolite layer to the basement due to reduction of weathered material. In the basement, the primary porosity and permeability are low and groundwater is found only in fractures. A reduced value of resistivity compared to the massive rock is expected when a fracture is struck.
Materials and methods of data acquisition
Boreholes: ground control points
The choice of drilling sites within RWPIP was based on VES results. In total 56 borehole were drilled from which 71% had enough yield for village water supply and were equipped as water wells. For each drilled borehole under the RWPIP, a report with information about the drilling rate, geological logging, well completion and water quality exists. The authors collected the reports of the 11 wells used as ground control sites to validate the ERT models. The center point of each ERT profiles was set to coincide with borehole position.
The choice to survey these boreholes was based on the fact that Bm1, Bm2 and Bm3 are located in basement and Bm4, Bm5, Bm6, Bm7, Bm8, Bm9, Bm10 and Bm11 are located in the basin filled with continental and marine sediments. Bm1 and Bm10 were abandoned, as negative well, because no water was found up to the depth defined by the drilling contract. Unfortunately as it often happens, log reports were not archived and water quality parameters not documented for the dry boreholes.
Field measurements and data analysis
In June 2014, combined ERT and IP measurements were made at drilling sites in 11 communities. Two perpendicular lines were measured at each site. The profiles were made perpendicular to describe the variation in three dimensions. At Bm4 only one profile was taken because the terrain was too rough to set the second profile. The lengths of each survey profile were 400 m with a depth penetration of around 70 m.
The used Terrameter LS measures both resistivity and chargeability. The instrument was connected to electrode cables with 5 m spacing between the electrodes. In total 81 electrodes were used which make a full spread of 400 m. The current is passed into the ground, and the potential is measured up to 12 channels which speeds up the measurements. The data were collected as 2D resistivity tomography using the roll-along system (Dahlin 2001). The survey was measured using a multiple gradient array which has an advantage in fast data acquisition with good signal to noise ratio, in combination with a good ability to resolve geological structure (Dahlin 2001; Dahlin and Zhou 2006).
The data quality was checked by visual observation of the pseudosection in Erigraph software and edited in Res2Dinv. After field data quality check, the data were inverted and produced 2D models using the software Res2Dinv. The model is an idealized mathematical representation of the measured subsurface (Reynolds 2011). Each model has information of both IP and resistivity. For the interpretation, the IP results were presented as normalized chargeability (MN).
Results and interpretation
Surface geology
Two sand formations (Fig. 3) were identified in the field and are also shown on the national level hydrogeological map. A white eolian Quaternary (Qd) sand formation (Fig. 3a) was picked up in some areas at the scale of the national geological and hydrogeological maps while left out in others. Being the only map source available at this time, this cartographic principle (scale dependent simplification of map contents) probably caused the misinterpretation of previous geophysical results at local scale by the field team of RWPIP. A reddish sand formation (Fig. 3b) which is common in the study area is indicated in Fig. 1 as fossil dune of Tupuito formation (QpE).
Fig. 3
Two different sand layers occur in the study area. aWhite sand close to Bm3 and bred sand close to Bm7
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Geological log
The comparison of the weathering profile thickness of surveyed sites based on the geological borehole logging report is presented in Table 1. The white sand layer is only present at Bm3, Bm6, Bm8 and Bm9 with a thickness varying from 7 to 25 m. The thickness of the weathered layer varies from 6 m at Bm1 and Bm9 to 29 m at Bm11 and the thickness of semi-weathered layer varies from 7 m at Bm9 to 31 m at Bm1 (Table 1).
Table 1
Thickness of different layers from borehole logging information and its relationship with the weathering profile of Fig. 2
Material
Thickness (m)
Bm1
Bm2
Bm3
Bm4
Bm5
Bm6
Bm7
Bm8
Bm9
Bm10
Bm11
Sand layer
0
0
9
0
0
7
0
25
21
0
0
Weathered layer
6
17
12
24
25
12
12
10
6
7
29
Semi-weathered layer
31
25
9
9
12
9
8
15
7
28
16
Basement
23
3
3
0
0
15
25
2
11
10
5
Total drilled depth
60
45
33
33
37
43
45
52
45
45
50
Bottom elevation (masl)
90
90
72
97
93
57
30
73
85
25
10
Ratio WL/SWL
0.19
0.68
1.33
2.63
2.12
1.33
1.50
0.66
0.86
0.25
1.81
Yield (l/h)
–
1200
1400
2800
800
1000
1500
800
1200
–
1100
Italics partially disturbed (removal/replacement with allochthon material), bold allochthon cover and bolditalics marine sediments. WL stands for weathered layer, and SWL stands for semi-weathered layer
The weathering profiles shown in bolded values (Table 1) had additional sediments placed on top of the weathered basement. The additional sediments are eolian white sand and red coastal dune ridge (Fig. 1). The italicized values indicates the boreholes with WL/SWL ratio less than 1/3 which is caused by erosion of the top weathered layer. It coincides also with the unsuccessful boreholes except Bm2.
Interpretation of geological and drill log
The drilling report includes the description of the cuts from the drilling on which the interpretation of the drilling log was based. The cuts were described in terms of color, texture and geological material. The spatial variation of the described geology was made by correlating boreholes in three different profiles.
Figure 4 shows the correlation of the surveyed boreholes in three different profiles AB, CD and EF directed W–E, N–S and NW–SE, respectively. The depth to the basement is generally increasing eastward as seen in the profiles AB and EF (Fig. 4). Weathered and semi-weathered layers are continuous layers that are present in all boreholes. However, the thickness (Table 1) varies from borehole to borehole. The eolian white sand formation is a discontinuous layer that occurs on top of the weathered and semi-weathered layers. It mainly occurs above the 100 masl contour line.
Fig. 4
Geological sections based on borehole logging from the ground truth points, and a map of the location of the boreholes and cross sections
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Surface geophysics
Figure 5 shows all inverted ERT models and the position of the water wells that were used as ground truth. The L1 inversion method has been used as it gives a strong contrast in resistivity mainly between soil and fresh rock. The inverted models have a low residual error ranging from 1.0 to 2.4%. The perpendicular ERT models reveal similar variation in resistivity and thickness of the layers.
Fig. 5
Resulting models of ERT including the position of the wells
×
In the bottom of the models, there is a resistivity layer with resistivity value between 220 Ωm and more than 5000 Ωm which was interpreted as the basement. The strong lateral variation of the resistivity values within the basement is an indication of variation in depth of the weathered zone and degree of fracturing. This variation must be expected to have a profound impact on the occurrence of groundwater due to the variation in fracture density and secondary porosity.
The basement is overlain by a layer with a resistivity value in the range of 10–120 Ωm indicating a weathered zone. The thickness of this layer varies from 5 m in Bm6 to more than 60 m in some positions of Bm4 and Bm9 profiles. The near surface layer in the models shows high resistivity values ranging from 120 to 1400 Ωm indicating unconsolidated and dry sediments. The thickness of this layer is less than 15 m.
The target layer for water abstraction, as demonstrated by depth of the drilled boreholes (Table 1), has resistivity value in range of 220–770 Ωm. The borehole Bm4 with the maximum yield of 2800 l/h (Table 1) ends in a resistivity layer of 220–420 Ωm. Also for Bm2 and Bm9, the drilled borehole ends in the same resistivity range. Borehole Bm1 which ends in higher resistivity turned out unsuccessful, whereas borehole Bm7 has a yield of 1500 l/h. The latter may be explained by the increased ratio WL/SWL at Bm7 (Table 1).
Normalized chargeability results
Three models representing normalized chargeability values of the pEG, QpE and Qd areas (Fig. 1) are shown in Fig. 6 where the models can be divided into three parts with high, intermediate and lower values of normalized chargeability. The mean residual error is between 1.5 and 3.6% which is an indication of acceptable inverted results.
Fig. 6
Inverted IP models showing the normalized chargeability: a Bm1, b Bm9 and c Bm11
×
From the bottom of the inverted IP models, the normalized chargeability is low (<0.025 mS/m) where basement has been documented from the drilling. Immediately above the parts with shallow basement there is a layer with high normalized chargeability value (0.025 to <1 mS/m). The thin shallowest layer has normalized chargeability of 0.016–0.063 mS/m, classified as dry sand in the drilling reports, which is probably not so well sorted because it is in situ weathered.
In the areas outside the shallow basement occurrences, the normalized chargeability is generally intermediate, with values in the range 0.04–0.16 mS/m. This can be interpreted as being related to the higher degree of deep weathering and associated leaching of clay minerals from the shallow parts of the formation.
The high chargeability layer has a more discontinuous character at Bm9, but the reason for this is not known. Here the shallowest layer has a normalized chargeability is lower than for the other lines, being less than 0.01 mS/m, which may be interpreted as well sorted dry sand.
The high normalized chargeability layers and low resistivity value in profile Bm1 and Bm11 suggest the overburden may contain organic material, precipitated minerals or clay content. As indicated by the borehole documentation, the clay layer coincides with this zone (Fig. 6). On the other hand, it was expected that for Bm9 the normalized chargeability would be lower due to the presence of a thick layer of sand. The high chargeability appears in this case to be caused by the presence of heavy mineral sand, in which it is likely that metal precipitation products that make the formation act as a disseminated ore. The high electrical conductivity of the groundwater may in turn be caused by dissolution from the mineral content of the soil.
Water quality
Basic water quality indicators were measured in all boreholes except the dry ones (Bm1 and Bm9). The physical parameters pH, conductivity and temperature were measured using the ExStik EC510 equipment and the results are presented in Table 2.
Table 2
Result of measurement of physical parameters of groundwater quality at different boreholes (pH, temperature and conductivity)
Borehole
PH
Temp (°C)
Cond. (µS/cm)
Bm2
6.44
27
1444
Bm3
6.87
28.6
2600
Bm4
6.4
28.5
1278
Bm5
6.25
27.9
595
Bm6
6.62
25.8
2240
Bm7
6.84
27
382
Bm8
6.43
28.5
360
Bm9
6.41
28.5
2820
Bm11
5.97
30
470
The pH of water at Bm3 and Bm7 is in the range of 6.5–8.5 which is the Mozambican standard guideline for potable water. For all other borehole, the measured value of pH is below the standard range which indicates that the water is acidic. The standard value of conductivity for domestic water is below 2000 µS/cm (Portal do Governo 2016). This value is exceeded at Bm3 and Bm6 (Table 2).
Discussion
Combined interpretation of geophysical and geological data
The study area was affected by eustatic Mesozoic/Cenozoic sea-level fluctuations as result of neorifting (Salman and Abdula 1995) characterized by uplifting of Nampula block and formation of a shallow margin sedimentary basin. The Miocene regression wiped out the weathered horizons (Allan et al. 1990; Macey et al. 2007) and continental sediments (eolian) were deposited directly on top of the plane surface of the basement (Macey et al. 2007). The marine sediments were deposited on top of the continental sediments in the following Pleistocene transgression. Adding information of the borehole geological logging report and the inverted ERT models, the reconstruction of the geological history can be summarized in five different events: (1) pre-Gondwana supercontinent; (2) breakup of Gondwana; (3) neorifting event; (4) Cenozoic sand dunes formation (Tupuito formation); (5) uplifting of the African block and deposition of eolian white sand in Pleistocene.
The weathered layer of Mesoproterozoic gneiss (Fig. 7a) was removed during the transgression caused by breakup of Gondwana supercontinent during the Jurassic. As consequence pediments were formed (Fig. 7b). When the sea level was lowered due to rifting 35 Ma ago, the pediments were covered by coastal sand dunes (red sand ridge in Fig. 7c). The cycle of transgression/regression which occurred during Tertiary (Salman and Abdula 1995) resulted in deposition of coastal sand dunes (Macey et al. 2007). This deposit underwent chemical weathering (oxidation) resulting in red sand locally known as Tupuito formation (Lächelt 2004; Macey et al. 2007). This paleo-sand dune ridge forms a steep seaward slope, and it has an erosional feature been covered locally by eolian sand or thin wind redistributed sand cover (Fig. 7e).
Fig. 7
Profiles with W–E orientation showing five different phases of the geological evolution as result of sea-level fluctuation. a Weathering of the basement during pre-Gondwana breakup. b Breakup of Gondwana. c Regression and preposition coastal dunes. d Marine transgression and sedimentation and e ongoing uplifting of African block and deposition of eolian white sand
×
The inverted ERT models interpreted together with borehole logging information have improved the geological understanding of subsurface in the study. All resistivity layers have irregular thickness most likely caused by erosion (Bm1 in Fig. 5) and deposition processes (Bm3, Bm4, Bm5, Bm6, Bm7, Bm8; Bm9 and Bm11 in Fig. 5). In Bm1 and Bm10, the thickness ratio of the weathered layer to semi-weathered layer is less than 1/3 (see Table 1) indicating that the weathered layer was eroded (Sharp 2014). The additional geological material on top of the weathering layer, where the ratio is higher than 1/2, is the red sand dunes and white eolian sand (Bm3, Bm6, Bm8 and Bm9).
The degree of fractures in the basement is indicated by the variability of the resistivity values and the yield. The resistivity value of the basement at Bm4 (Fig. 5) is in a range of 220 to >5000 Ωm with a yield of 2800 l/h. At Bm3, Bm5 and Bm9 (Fig. 5), the resistivity value is in the same range as in Bm4 but with yields much less than 2800 l/h (Table 1). According to Acworth (1987), a higher yield would be achieved by increasing the depth of the borehole by fully penetrating the fractured zone.
Aquifers of the study area
The inverted ERT models gave indication of layers with similar properties; however, the geological material might not be the same. There are differences in deposition environment or origin which can be seen in the geological borehole logging and the description of surface geology.
The pEG limited potential for groundwater extraction was confirmed by unsuccessful boreholes at Bm1 and Bm10. Boreholes Bm1and Bm10 were dry because of the nearly absent weathered layer. The WL/SWD ratio at both sites is less than 1/3 (Table 1) which is an indication that the weathered layer was eroded. However, when the fractured zone is hit indicated by decreasing in resistivity as in Bm2 and Bm7 the borehole yield can reach 1200–1500 l/h. Also, when the layer with resistivity value in range of 220–420 Ωm is hit, the obtained yield is high (see Bm3, Bm4 and Bm9 in Fig. 5). The more productive well is Bm4 yielding 2800 l/h (Table 1) where the pEG is covered by QpE. The thickness of QpE varies following the basement shape. The permeability of QpE is highly influenced by ongoing weathering process where the fine material has been leached reducing the permeability toward depth. The QpE is partially covered by Pleistocene/Holocene white sand dune with thickness varying from 9 to 25 m. Macey et al. (2007) includes the eolian colluvium to this Qd. This cover layer was observed in Bm3, Bm6, Bm8 and Bm9. As the layer is thin, the drilling continued reaching the QpE and pEG. An intercommunication between these three units is likely and causing a mixing in water and probably a leaky aquifer response. The mixing also occurs during the infiltration of the rain water (recharge). The aquifers are recharged locally during the rainy season from November to March (Ferro and Bouman 1987).
Interpretation of water quality of found aquifers
The few available data for groundwater quality indicate two different types of water. A low and high mineralized water. The intermediate values could be an indication that the different aquifers are interconnected. Although the pH value is below the standard range for drinking water, the obtained values are also found in groundwater of similar geological environments (Singhal and Gupta 2010). This range of pH does not indicate recent saltwater intrusions or recent exchange with ocean water. It indicates, however, the exchange with rain water.
The IP measurement at Bm9 (Fig. 6) shows the effect of mineralized water. When one measures the resistivity by using VES, the low value usually is related to clay content as expected in a weathering profile (Acworth 1987). At Bm1 and Bm11, the increase in normalized chargeability in the shallow parts is explained by the presence of clay, as Slater and Lesmes (2002) demonstrated, where low resistivity values correspond with high normalized chargeability can be considered as areas with the presence of clayey sediments. However, at Bm9 the clay is not expected (as seen in Table 1); therefore, the increase in normalized chargeability can probably be explained by the presence of heavy minerals and oxidized iron. The presence of this geological material can also affect the mineralization of the groundwater.
Groundwater management in Mongicual district
A deep understanding and interpretation of hydrogeological processes which led to the formation of the three types of aquifers in the study area is important to understand how the aquifers can be utilized and managed. The extraction of water at the boreholes in the basement will use first groundwater stored in the fissured layer of the basement which will trigger a retarded response of vertical flows from QpE or Qd, where present. Therefore, the water quality and quantity of these two aquifers will affect the well functions. It is important to map carefully the white eolian sand formation to prevent the contamination from the groundwater with elevated electric conductivity values as seen in Borehole Bm3, Bm6 and Bm9 (Table 2).
Because the sand and the weathered layer are highly permeable, the rain water will infiltrate and recharge the aquifers easily. However, with increasing population and semi-urbanization the infiltration area will reduce due to the sealing of the ground and less water will reach the aquifers.
As all rivers dry out during the dry season, the population currently relies on groundwater for a continuous water supply and therefore, it is important to protect the fragile aquifer systems through good management.
Uncertainties
Geological logging of the drill cuttings has its drawbacks, when using rotary percussion with air lifting method. Finer particle compounds may be underestimated or not documented. The depths positioning of lithological breaks will be smudged. In addition, the interpretation was neither made by a geologist nor on complete drill cores in the RWPIP drilling program and therefore it occurs that weathered gneiss is mistaken as coarse sand or pebbles and vice versa. Experts were called in only, when problems had hit. This means that the uncertainty of the borehole data is significant and should be taken into account in the geological interpretation. Had these interpretations been made by a trained geologist their validity would have been less questionable. It would also have made it easier to validate the ERT measurements with actual geological data.
Conclusions
The tendency in large-scale national drilling programs is to deploy a geophysical technique as a stand-alone method; normally using the VES 1D approach to identify suitable sites for water boreholes has proven to be insufficient. This investigation demonstrated that the boreholes when placed above or on the edge of a high resistivity zone with the ratio of weathered and semi-weathered layer less than 1/3 are likely to be unsuccessful. Also the yield of some borehole would have been increased if drilled in locations with more fractured rock and deep weathering. The findings suggest that such a faulty placement could have been avoided, if an ERT survey had been made instead of VES since there would have been more comprehensive information on the 3D character of the geology to make hydrogeological interpretations from. This is equally important in order to understand the geological context and hydrogeological processes which have shaped the area resulting in the formation or destruction of aquifers in order to interpret the geophysical results correctly.
Combining this understanding with the combination of ERT and IP would likely lower the rate of borehole failure and more boreholes could have been drilled from the same budget. Instead of drilling boreholes in areas identified as having poor conditions for hosting aquifers, initiative of rainwater harvesting and surface water management could be prioritized.
The basement, paleo-sand dune ridges and eolian white sand dunes formations are the three hydrogeological units in Mongicual district. They are recharged during the rainy season. Therefore, they are sensitive to climate change and also to human activities on the surface. The increasing population and semi-urbanization will reduce the infiltration area and, as consequence, deplete the groundwater.
Acknowledgements
We would like to thank Cowater International Inc. and Solomon Lda for technical and logistical help for supporting this survey in the Nampula province. We also would like to thank B. Andersson, T. Björkström and Eduardo Mondlane staff for all kinds of support during the survey. Furthermore we gratefully acknowledge that Sida has funded the study as part of the bilateral cooperation framework between Eduardo Mondlane University (Mozambique) and Lund University (Sweden).
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