Hydrogeology of Zimbabwe

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Africa Groundwater Atlas >> Hydrogeology by country >> Hydrogeology of Zimbabwe

Authors

Daina Mudimbu, Geology Department, University of Zimbabwe, P.O Box MP167, Mt Pleasant, Harare, Zimbabwe

Dr Richard Owen, Geology Department, University of Zimbabwe, P.O Box MP167, Mt Pleasant, Harare, Zimbabwe

Emily Crane, Kirsty Upton, Brighid Ó Dochartaigh, British Geological Survey, UK

Geographical Setting

Political Map of Zimbabwe (For more information on the datasets used in the map see the geography resources section)


General

Estimated Population in 2013* 14149648
Rural Population (% of total)* 67.4%
Total Surface Area* 386850 sq km
Agricultural Land (% of total area)* 41.9%
Capital City Harare
Region Eastern Africa
Border Countries Mozambique, South Africa, Botswana, Namibia, Zambia
Annual Freshwater Withdrawal (2013)* 4205 Million cubic metres
Annual Freshwater Withdrawal for Agriculture* 78.9%
Annual Freshwater Withdrawal for Domestic Use* 14.0%
Annual Freshwater Withdrawal for Industry* 7.1%
Rural Population with Access to Improved Water Source* 68.7%
Urban Population with Access to Improved Water Source* 97.3%


* Source: World Bank



Climate

Rainfall time-series and graphs of monthly average rainfall and temperature for each individual climate zone can be found on the Zimbabwe Climate Page.


Average monthly precipitation for Zimbabwe showing minimum and maximum (light blue), 25th and 75th percentile (blue), and median (dark blue) rainfall Average monthly temperature for Zimbabwe showing minimum and maximum (orange), 25th and 75th percentile (red), and median (black) temperature Quarterly precipitation over the period 1950-2012 Monthly precipitation (blue) over the period 2000-2012 compared with the long term monthly average (red)


For further detail on the climate datasets used see the climate resources section.


Surface water

Surface Water Map of Zimbabwe (For more information on the datasets used in the map see the surface water resources section)


Soil

Soil Map of Zimbabwe (For more information on the datasets used in the map see the soil resources section)


Land cover

Land Cover Map of Zimbabwe (For more information on the datasets used in the map see the land cover resources section)



Geology

This section provides a summary of the geology of Zimbabwe. More detail can be found in the references listed at the bottom of this page. Many of these references can be accessed through the Africa Groundwater Literature Archive.

The geology map on this page shows a simplified version of the geology at a national scale (see the Geology resources page for more details). The map is available to download as a shapefile (.shp) for use in GIS packages.


Geological Environments
Key Formations Period Lithology Structure
Unconsolidated Sedimentary
Pleistocene Unconsolidated sequence of clay, sand and gravel of varying thickness in the river valleys. In Sabi Valley reported thicknesses of up to 70-80 m of alluvium are present and 45 m in the Zambezi Valley. Elsewhere the unconsolidated deposits are generally less than 25 m thick.
Sedimentary Kalahari Basin
Lower Pipe Sandstone and the Kalahari Sand. Tertiary and Quaternary The Pipe Sandstone is in places unconsolidated or weakly cemented by silica and traversed by numerous hollow pipes. It is composed of buff or pink sands. In places it is cemented into a hard secondary quartzite or silcrete. The Kalahari Sand comprises pink or buff coloured, structureless, aeolian sand with a high proportion of fine silt. Approximately 44000 km² of western Zimbabwe is covered by unconsolidated Kalahari Sands. In places, the thickness of the sand is in excess of 100 m.
Sedimentary – Cretaceous-Tertiary
Cretaceous-Tertiary Mudstone, arkose, grit conglomerate and sandstone bands
Igneous Largely Volcanic
Upper Karoo Batoka Basalts Triassic The Batoka basalts comprise amygdaloidal lava flows with interbedded tufa horizons.
Sedimentary – Mesozoic-Palaeozoic (Upper and Lower Karoo)
Upper and Lower Karoo Carboniferous - Permian These arenaceous and argillaceous sequences are conventionally sub-divided into the Upper and Lower Karoo. The Upper Karoo comprises the Forest Sandstone and the Escarpment Grit, while the Lower Karoo consists of the Madumabisa Mudstone, and the Upper and Lower Wankie Hwange) Sandstone.

This thick series of alternating sandstones, siltstones and mudstone is overlain by the Karoo basalt.

Igneous intrusive (Great Dyke)
Great Dyke Late Precambrian The Great Dyke is a large linear mafic-ultramafic intrusive feature composed of norite, gabbro and anorthosite. Up to 1000 m thick
Precambrian calcareous metasediments and quartzite
In the south-east of Kariba, sedimentary, calcareous and metamorphic rocks of the Deweras, Lomagundi and Piriwiri (all part of the Magondi orogenic belt), Sijarira and Tengwe River Groups. The Umkondo Group Mid to Late Precambrian (Proterozoic) Phyllites with subordinate quartzite of the Piriwiri Formation. slates and shales with minor quartzite of the Lomagundi Formation, shales of the Tengwe River Group and shales, siltstone and fine grained sandstone of the Sijarira Group.

These rocks include shales, phyllites, quartzites, siltstones, sandstones, conglomerates, limestones and dolomites as well as basic metavolcanics.

Precambrian Craton - Metavolcanics and Metasediments (Greenstone Belts)
Greenstones made up of the supergroups of the Sebakwean, Belingwean, Bulawayan and Shamvaian Early Precambrian / Archaean Irregularly shaped bodies of greenstone material (also known as gold-belts). The Greenstone Belts comprise metavolcanics and metasediments. Moderate to deep weathering occurs within the Greenstone Belts.
Precambrian Craton (Granites, gneisses and mobile belt gneisses)
The Basement Complex Granitoids, and Mobile/orogenic Belts (Limpopo and Zambezi). Archaean The Basement Complex occupies a large portion of central Zimbabwe and is characterised by vast areas of gneissose rocks, into which younger granite bodies of various sizes were intruded. These intrusive rocks include younger Proterozoic granites and granodiorite, adamellite and tonalite of the Younger Intrusive Granites.

The Limpopo and Zambezi Mobile Belts are zones of deformed and metamorphosed rocks which run SSW-NNE in the south of the country and NW-SE across the north of Zimbabwe and into Zambia respectively. They comprise paragneisses and anorthosite gneisses.

There are additional lineaments formed by dolerites and sheets of dolerite composition.

Erosional surfaces distinguish the general thickness of the weathering in this unit which ranges from greater than 30 to 35 m on the African erosional surface to shallow and less than 30 m on the Post African and Pliocene/Quaternary surfaces.

Hydrogeology

This section provides a summary of the hydrogeology of the main aquifers in Zimbabwe. More information is available in the references listed at the bottom of this page. Many of these references can be accessed through the Africa Groundwater Literature Archive.

The hydrogeology map on this page shows a simplified version of the type and productivity of the main aquifers at a national scale (see the Aquifer properties resource page for more details). The map is available to download as a shapefile (.shp) for use in GIS packages.


File:Zimbabwe Hydrogeology.png Hydrogeology Key.png


Groundwater development potential

In the National Master Plan for Rural Supply, Interconsult (1986) classed aquifers by their Groundwater development potential, as follows:

  • High: Suitable for primary supply, piped supplies, and small and large-scale irrigation schemes
  • Moderate: Suitable for primary supplies, small piped schemes and small-scale irrigation schemes
  • Low: Suitable for primary supplied from boreholes.

Unconsolidated

Named Aquifers General Description Water quantity issues Water quality issues Recharge
Save Alluvial Aquifer, Umzingwane Alluvial aquifer, Grootvlei/Limpopo (transboundary) Alluvial deposits are only locally developed within Zimbabwe, with the largest occurrences found in the Save (Sabi)- Limpopo river system and major tributaries, along the Zambezi and along the Munyati and Sessami rivers in the north-west. The alluvial deposits vary in thickness, being generally less than 25 m in most areas, but as much as 45 m in the Zambezi Valley and up to 70 m in the Sabi Valley. They form unconfined aquifers.

The aquifer properties of the alluvial deposits are extremely variable and may range from locally low to locally high average hydraulic conditions. The water table ranges from about 5 - 40 m deep, and is generally over 20 m deep.

Boreholes in the alluvial deposits are typically 20 – 70 m deep, and provide yields of 100-5000 m3/d.

These aquifers have high groundwater development potential. Water quality is generally good. Lenses of brackish water occur in the alluvium of the Sabi river, which may be fossil water and/or water recharging via the adjacent Karoo strata.
Kalahari Sand Aquifer The Kalahari Sands are mainly unconsolidated but also contain the consolidated Pipe Sandstone. It is an unconfined aquifer. Boreholes in the Kalahari Sands are commonly 70 – 100 m deep, and provide yields of 100-1000 m3/d. The aquifer properties of the Kalahari Sands are extremely variable and may range from locally low to locally high average hydraulic conditions. The water table is generally over 20 m deep. This aquifer has high groundwater development potential.

Sedimentary - Intergranular Flow

Named Aquifers General Description Water quantity issues Water quality issues Recharge
Cretaceous-Tertiary sedimentary strata The aquifer properties of these sedimentary rocks are controlled by primary porosity and permeability. The more favourable horizons are the conglomerates and cleaner sandstones, and in the vicinity of rivers.

Water tables are typically less than 15 m deep, and boreholes are usually drilled to 70 – 100 m depth. Transmissivity is usually less than 1.5 m2/d, and specific capacity below 10 m3/d/m.

These aquifers have low groundwater development potential. Water quality is moderate to good with total dissolved solids (TDS) concentrations ranging from less than 1000 mg/l to 2000 mg/l. The water poses a potential encrustation hazard.

Igneous - Fracture Flow

Named Aquifers General Description Water quantity issues Water quality issues Recharge
Igneous – largely volcanic Aquifers in the volcanic igneous rocks are limited to discrete zones of weathering, fracturing and jointing, and contact zones with underlying Forest Sandstone and interbedded sandstone. Wide sheets of basalt occur in the Victoria Falls and Nyamamdhlovu, and Beitbridge and Chiredzi areas with numerous smaller remnants forming high lying cappings in the Gokwe area.

These aquifers are unconfined, have variable transmissivity from about 9 – 90 m2/d and specific capacity of the order of 1-10 m3/d/m.

The water table is usually less than 15 m depth, and borehole depths average 50 m, varying from about 40 to 60 m. Borehole yields vary from 10 to 250 m3/d.

This aquifer has moderate groundwater development potential. The quality of the groundwater in this unit is good, with total dissolved solids (TDS) concentrations normally below 1000 mg/l. There is no identified fluoride hazard, although it may pose a mild encrustation hazard in places.

Sedimentary - Intergranular & Fracture Flow (Karoo sequence)

Named Aquifers General Description Water quantity issues Water quality issues Recharge

The hydraulic conductivity ranges from 0.1 to 2.09 m/d and specific yield from 0.02 to 0.11.

Nyamandhlovu Forest Sandstone aquifers (Karoo) The Forest Sandstone is widely developed in the Hwange – Zambezi Basin and constitutes an important regional aquifer. It is mainly confined, being unconfined only close to outcrop. Boreholes are typically 30 – 100 m deep, with water levels sometimes less than 10 m depth but more commonly greater than 20 m depth. Yields range from 0.1 to 5.9 l/s. This aquifer has high groundwater development potential. Water quality is generally good with total dissolved solids (TDS) concentration below 1000 mg/ l. There is no recognised fluoride threat, although it may pose a mild encrustation hazard. Recharge estimates indicate an annual recharge of 105.5 mm with 38.4%, 52.1% and 9.5% accounting respectively for direct recharge, water mains and sewer leakages (Rusinga and Taigbenu 2005).
Escarpment Grit The Escarpment Grit forms a confined aquifer in the Hwange and Save-Limpopo basin. Boreholes are typically 30 – 100 m deep, with water levels about 10 – 15 m and greater than 20 m depth respectively. Yields range from 1.2 to 3.5 l/s. This aquifer has high groundwater development potential.
Madumabisa Mudstone The Madumabisa Mudstone is associated with shallow weathering, but has low groundwater development potential. Boreholes are typically 30 – 100 m deep, with water levels about 10 – 15 m and greater than 20 m depth respectively. Yields are relatively low in the Madumabisa Mudstone (0.1 - 0.6 l/s); successful boreholes are usually sited in the vicinity of rivers. This aquifer has low groundwater development potential.
Upper and Lower Hwange (Wankie) Sandstone The Upper and Lower Hwange Sandstone is widespread in the Karoo basin; it is found at depth and the aquifer is always confined. It was previously known as the Wankie Sandstone. Boreholes are usually 100 – 150 m deep in the Upper and Lower Hwange Sandstones. Yields range from 1.2 to 5.8 l/s. This aquifer has high groundwater development potential.

Sedimentary – Fracture flow (including karst)

Named Aquifers General Description Water quantity issues Water quality issues Recharge
Lomagundi Dolomite and Tengwe River Formation Some water-bearing horizons exist within the Precambrian calcareous metasediments and quartzites. Aquifers exist primarily due to karst features in the calcareous rocks of the Tengwe River and Lomagundi Dolomite formations (massive dolomites and limestones). Karst features are thought to be developed to an average depth of approximately 60 -70 m. Weathering of shaley horizons in the limestones also increases the potential for groundwater storage and flow.

Yields of 500 - >2000 m3/d are possible.

Lomagundi Dolomite Typical borehole depths are 60 – 80 m in the Lomagundi Formations. The water level varies from ground level at spring occurrences to 50 m depth, depending on land use (commercial or subsistence farming).

The specific capacity of boreholes in the Lomagundi Dolomite is 505 m3/d/m.

This aquifer has high groundwater development potential. The water quality is generally very good with a slightly hard calcium/magnesium character.
Tengwe River Formation Typical borehole depths are 50 – 70 m in the Tengwe River Formation. Water levels tend to be generally shallow (about 10 m) in the area of Tengwe limestone/shaley limestone.

The specific capacity of boreholes in the Tengwe River Formation is 4 -120 m3/d/m.

This aquifer has moderate groundwater development potential. The water quality is generally very good with a slightly hard calcium/magnesium character.

Basement

Named Aquifers General Description Water quantity issues Water quality issues Recharge
Precambrian Craton (Granites, gneisses and mobile belt gneisses) The gneissose rocks and intrusive granites are devoid of any primary porosity, so the aquifer properties of these basement rocks are controlled by the degree of secondary porosity and permeability, often associated with fracturing, jointing, schistosity planes and weathering. Two hydrogeological sub-units are recognized, each with characteristic groundwater occurrence:
  • the granite and gneiss below the African erosion surface; and
  • the granite and gneiss below the Post-African and Pliocene Quaternary erosion surfaces.
These aquifers have low groundwater development potential. The highest groundwater development potential is found in those areas possessing the deepest and most aerially extensive weathering as in the larger African surface. Chemical weathering along faults, shear zones and dyke contacts may produce equally important water bearing structures.

Incorrectly sited boreholes may fail during the dry season.

Granite and gneiss below the African erosion surface Rocks beneath the African erosion surface have relatively well developed hydraulic properties resulting from extensive weathering, which generally exceeds 30 - 35 m in depth. Aquifer thickness is about 30 to 50 metres; boreholes are usually drilled to 40 – 50 m depth. Sustainable borehole yields are in the region of 50 - 100 m3/d. Here, transmissivity is low to moderate (<10 m2/d) and specific capacity is moderate (30-50 m3/d/m). Groundwater in the aquifers beneath the African erosion surface is generally of good quality with a total dissolved solids (TDS) concentration below 1000 mg/l and no recorded fluoride hazard.
Granite and gneiss below the Post-African and Pliocene Quaternary erosion surfaces The hydraulic properties of the rocks beneath the Post-African and Pliocene-Quaternary erosion surfaces are considerably less well developed. Areas of weathering tend to be patchy and shallow (10 - 30 m). Aquifer thickness is about 10 to 30 m, often less than 15 m. Boreholes are typically 30 – 40 m depth. The transmissivity of these rocks is low (1 – 10 m2/d), while boreholes have low to moderately low specific capacity of the order 2 – 20 m3/d/m. Areas of granite and gneiss pavement, very shallow bedrock and inselbergs and other features producing positive relief common in the Post-African and Pliocene/Quaternary surfaces are associated with marginal to nil groundwater resources. In aquifers associated with the Post-African and Pliocene/Quaternary surface the groundwater quality is generally good. TDS is usually below 1000 mg/l, however it is higher in the Beitbridge and Nuanesti area (TDS of 1000 to 2000 mg/l) where there is also a fluoride hazard.
Bulawayan Supergroup of the Greenstone Belts The rocks of the Greenstone Belts generally have very low permeability, but groundwater occurs where fracturing and weathering have created adequate porosity and permeability. The Bulawayan Supergroup can support yields of 1.2 - 2.9 l/s (Interconsult 1986). The average borehole depth is in the range 30 - 50 m, and the water level is typically from 5 to greater than 20 m below ground level. This aquifer has high groundwater development potential.

Groundwater Status

Groundwater quality

As a general comment to the groundwater development of Zimbabwe all the hydrogeological units are equally suitable for the development of single point primary water supplies either by means of dug wells or by boreholes. Furthermore units classified as possessing moderate or high groundwater development potential are capable of supporting extensive exploitation for piped water supplies and irrigation schemes (Interconsult, 1985).

Groundwater quantity

The groundwater quality throughout Zimbabwe is usually good and does not pose any constraint to use for human consumption. Of the constituents that are a threat to health, the few cases of high nitrate are ascribed to poor borehole construction.

High fluoride is found in isolated pockets in the Gokwe area and appear to be associated with the outcrop area of the Wankie (Hwange) Sandstone. At the regional scale, fluoride concentrations are not a constraint to exploitation (Interconsult, 1985).

Groundwater use and management

Groundwater use

According to the 2012 census, about 38% of a total of 3,059,016 Zimbabwean households fetched their water from boreholes and protected wells (Zimbabwe National Statistics Agency 2012).

“Groundwater in Zimbabwe forms the main source of drinking water in rural areas where about 70% of the population lives” (Sunguro et al. 2000).

In addition to domestic use in rural and urban areas, groundwater supplies agriculture and industry in Zimbabwe.

The total annual abstraction of groundwater in the rural areas, from some 40,000 boreholes, is estimated at 35 x 10 6 m³ and the total groundwater abstraction for the agricultural sector is estimated at 350 x 10 6 m³. Groundwater is also abstracted for emerging towns known as Growth Points (e.g. Gokwe), Urban Centres (e.g. Bulawayo) and Rural Institutions (e.g. schools, health and business centres). Overall, groundwater presently contributes not more than 10% to the total water use in Zimbabwe (Sunguro et al. 2000).

Water is mainly abstracted by boreholes with a hand pump fitted in rural areas, due to limited electrification, while electric pumps are more common in urban areas.

Groundwater management

The Ministry of Environment, Water and Climate Resources is responsible for the formulation and implementation of sustainable policies regarding the development, utilisation and management of water resources in cooperation with user communities and institutions.

The Water Act (1998) established the Zimbabwe National Water Authority (ZINWA), a parastatal tasked with providing a framework for the development, management, utilisation and conservation of the country’s water resources through a coordinated approach. ZINWA has a groundwater branch tasked with specifically looking into the management of the national groundwater resources.

The Water Act also specifies the establishment of Catchment Councils. Seven Catchment Councils were established in the major hydrological zones of the country with functions that included preparing an outline plan for their river systems, determining applications and granting water permits, regulating and supervising the use of water, supervising the performance of functions by Sub-catchment Councils, and dealing with conflicts over water. Water resources include groundwater resources, though due to the limited capacity and lack of adequate information regarding the quantity of groundwater, the management of this resource poses a challenge to the councils.

Recent developments in the major cities of a collapse of the municipal water treatment and distribution systems has seen a shift towards the use of groundwater at household and even industrial levels, with a rise in bulk water suppliers abstracting huge volumes of water from the groundwater resource. This has raised new challenges of conflict over lowering groundwater levels in residential areas which the catchment councils have inadequately capacity to deal with.

In addition to the Water Act (1998), groundwater regulations and guidelines were developed for Zimbabwe in 1999 to control groundwater development and management. The regulations and guidelines compliment the Water Act (1998) and have been formulated within a framework of integrated water resources management (IWRM).

Transboundary aquifers

Summary of transboundary aquifers

Zimbabwe has five transboundary aquifers as detailed by UN-IGRAC (2012):

  • Limpopo Basin (Mozambique, South Africa, Zimbabwe)
  • Tuli Karoo Sub-basin (Botswana, South Africa, Zimbabwe)
  • Eastern Kalihari Karoo Basin (Botswana, Zimbabwe)
  • Nata Karoo Sub-basin (Angola, Botswana, Namibia, Zambia, Zimbabwe)
  • Medium Zambezi Aquifer (Zambia, Zimbabwe).

For further information about transboundary aquifers, please see the Transboundary aquifers resources page.

Groundwater monitoring

The following summary is taken verbatim from the IGRAC report, “Groundwater Monitoring in the SADC Region” which was prepared for the Stockholm World Water Week in 2013 (IGRAC 2013).

National groundwater monitoring network

“Groundwater resources management is carried out by the Groundwater Department of the Zimbabwe National Water Authority (ZINWA). ZINWA is a parastatal under the Ministry of Water Resources Development and Management. Monitoring of groundwater level fluctuation is currently confined to only three major aquifers. These are the Lomagundi Dolomite Aquifer situated in the north western part of the country, the Nyamadlovu Sandstone Aquifer situated in the south western part of the country and the Save Alluvial Aquifer located in the south eastern part of the country.

Water levels are measured using data loggers and readings are collected monthly. Chloride deposition has been monitored in six monitoring stations throughout the country but has been discontinued due to lack of funds. The information was used in the assessment of groundwater recharge rates. The Department also used to carry out chemical surveillance on groundwater and surface water but again the programme was suspended due to lack of resources.

Data management and assessment

Groundwater fluctuation levels are recorded on template sheets during the last week of the month by field observers who send the records to the main office in Harare. The data is recorded in Excel and an initial quality control exercise is performed. The data is then reformatted and importated into a national groundwater database called Hydro GeoAnalyst. The software has proven to be quite versatile and meeting the needs of ZINWA. Hydrographs and groundwater maps are produced which assist in overall groundwater development and management.

Challenges

The main challenges encountered relate to lack of financial resources, logistical support and limited staff. Another challenge is related to vandalism of facilities by local communities. In certain instances, monitoring boreholes are clogged with debris making water level recording impossible. Specialised entrances for data loggers and locking mechanisms are currently being manufactured for monitoring boreholes in the Save Alluvial Aquifer. It is desired to revive both the chloride deposition and chemical surveillance programmes and to have telemetric (real time) data collection for the water level fluctuations.” (IGRAC 2013).

References

Many of the references below, and others relating to the hydrogeology of Zimbabwe, can be accessed through the African Groundwater Literature Archive.

Key Geology References

Interconsult. 1985. National Master Plan for Rural Water Supply and Sanitation. Volume 22 Hydrogeology. Ministry of Energy and Water Resources Development, Zimbabwe.

Zimbabwe Surveyor General. 1994. Zimbabwe Geological and Mineral Resources Map, scale 1:1,000,000. Surveyor General, Zimbabwe.

Zimbabwe Geological Survey Bulletins

Key Hydrogeology References

IGRAC. 2013. on 09/06/2015 Groundwater Monitoring in the SADC Region.

Interconsult. 1985. National Master Plan for Rural Water Supply and Sanitation. Volume 22 Hydrogeology. Ministry of Energy and Water Resources Development, Zimbabwe.

Rusinga F and Taigbenu AE. 2005. Groundwater resource evaluation of urban Bulawayo aquifer. Water SA Vol. 31 No. 1 January 2005. ISSN 0378-4738.

Sunguro S, Beekman HE and Erbel K. 2000. Groundwater regulations and guidelines: crucial components of integrated catchment management in Zimbabwe. “1st WARFSA/WaterNet Symposium: Sustainable Use of Water Resources; Maputo 1-2 November 2000”.

UN-IGRAC. 2012. Transboundary aquifers of the world, update 2012. 1:50 000 000. Sepcial Edition for the 6th World Water Forum, Marseille.

Other references

Zimbabwe National Statistics Agency. 2012. Zimbabwe Population Census, 2012.

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