Physics and Chemistry of the Earth 33 (2008) 913–918
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Physics and Chemistry of the Earth j o u r n a l h o m e p a g e : w w w . e l s e v i e r. c o m / l o c a t e / p c e
Application of a basin management approach to groundwater utilization in the Otavi Mountain Land, Namibia P. Heyns * Heyns International Water Consultancy, P.O. Box 22184, Windhoek, Namibia
a r t i c l e
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Available online 4 July 2008 Keywords: Aquifer management Basin management Groundwater allocation Stakeholder participation
a b s t r a c t The purpose of the paper is to provide an analysis of sustainability issues related to the practical imple mentation of the concept of basin management with reference to the Karst Water Management Body (KWMB) in Namibia. A river basin is regarded as an appropriate management unit and the concept of establishing basin management institutions was introduced to achieve the objectives of sustainable natu ral resources management in general. However, the karst aquifer is unique because it lies in the headwa ters of a number of river basins and the management of this groundwater resource goes a little beyond the logic of water resource management as it is understood for surface water sources. In view of the unacceptability of the perceived top down management of water resources, a need was identified for a participatory approach to integrated groundwater resources management in the Otavi Mountain Land in Namibia. After consultations with the Government of Namibia (Government), the KWMB was estab lished to assist stakeholders who obtained water for domestic use, mining and irrigation from aquifers in a karstified hydrogeological environment located in the Otavi Mountain Land in northern Namibia with the management of their water sources. The karst area has been declared a groundwater control area by the Government and provides the framework for efficient and sustainable management of groundwater resources. The eventual sustainability of a basin management institution depends on the justification for such an institution, the capacity of the stakeholders to drive the required activities, the resources at the disposal of the institution and numerous other factors beyond the control of the institution. The paper discusses the practical application of the principles and concepts of basin management, the challenge of stakeholder participation, the impact of Government policy and legislation as well as the sustainability of the basin management institution. The paper demonstrates that management of surface water basins and groundwater aquifers are different in nature and require different management approaches. © 2008 Elsevier Ltd. All rights reserved.
1. Introduction The occurrence of different sources of water such as rainfall, surface water in rivers, lakes and wetlands, as well as the water stored in aquifers, are not only related to the hydrological cycle, but linked to each other. These resources are also affected by the biophysical environment and human activities. The development and management of water resources are dictated by technical issues such as the availability of water, water quality, water alloca tion, water use, effluent disposal, and water conservation, as well as the environmental and socio-economic issues which must be considered as an integrated whole to support sustainable, equita ble and efficient use. This means that an integrated approach is required when planning the development of water resources for human benefit in such a way that environmental sustainability is
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maintained. Integrated water resource management is therefore a process aimed at the coordinated management of water, land, environmental and other related natural resources (Global Water Partnership, 2000). A drainage basin and its natural resources form a unitary whole and the logical approach is that a water management institution should be established at the basin level and that the allocation of its responsibilities should preferably be confined to the extent of the river basin. The common purpose of a basin management insti tution is to give effect to the principles of integrated water resource management by assisting a national government with the decen tralized management of water resources in a certain area of juris diction. This means that the basin management body must be repre sentative of and facilitate the involvement of the communities and other stakeholders in decision making about the water resources entrusted to the particular body. A basin management institution may have numerous responsibilities, but one of the most impor tant is to advise the regional or national government and to ensure that everyone has access to sufficient water of acceptable quality;
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that the water resources are protected against pollution; that the water is used efficiently for the maximum benefit of the popula tion and that environmental sustainability is not compromised in the process. The general understanding is that basin management institu tions are primarily responsible for management of water resources and other water related natural resources on the surface in a geo graphical basin, but recent trends are that the management of the “hidden” water assets, the groundwater resources, should fea ture more prominently in the overall strategy of integrated water resource management. The purpose of this paper is to describe the practical implementation of the concept of basin management with reference to the management of groundwater resources through the establishment and operation of the Karst Water Man agement Body (KWMB) in Namibia.
2.2. Socio-economic importance of the OML Due to the existence of good quality soils in the valleys, excel lent rangeland and that the mean annual rainfall is about double what is received over the rest of Namibia, the area is suitable for stock farming and crop production under dryland conditions or irrigation. The geology of the OML is also well known for its high base metal potential, mainly copper, lead, zinc, silver and vana dium. A number of mines and a copper smelter are in operation. The main towns in the area are Tsumeb in the north, Otavi in the southwest and Grootfontein in the southeast. These towns support the local mining community and farmers within a radius of more than 100 km around each commercial centre. The OML can rightly be regarded as one of the areas in the country with significant eco nomic activities, earning foreign exchange through the export of minerals and meat products.
2. The Otavi Mountain Land 2.3. Hydrogeology 2.1. General background The Otavi Mountain Land (OML) is a dolomitic massif domi nated by a pronounced rugged relief, located in the northern part of the central highland of Namibia (Fig. 1). The landscape rises to about 1090 metres (m) above mean sea level (AMSL) and some of the hills rise 500 m above the plains of the Kalahari foreland. The OML covers an area of approximately 25500 square kilometers (km2). The area receives an average rainfall of 540 millimetres per annum (mm/a) in the north and this decreases to about 450 mm/a in the south. The potential evaporation varies from 2800 mm/a in the north to 3000 mm/a in the south. The OML represents a watershed between the Etosha Depression in the northeast, the Ugab River basin in the southwest and the Okavango River basin on the east ern perimeter, but there are no well defined, surface water drain age systems. This absence of surface runoff is a very unique feature of the OML and infers that most of the rainfall infiltrates after pre cipitation or evaporates (Christelis and Struckmeier, 2001).
Geologically the OML consists mainly of quarternary Kalahari sediments and the rocks of the Damara Sequence. The sediments of the Kalahari Group cover about 56% of the OML and consist of calcrete, dolocrete, calcareous sand and gravel. The carbonate and limestone rocks of the Otavi Group of the Damara Sequence cover about 23% of the OML and have been folded into a number of anticlines and synclines, generally striking east-west. The rest of the OML is covered by the sandstones and shale of the Mulden Group, deposited in the valleys formed by the synclines. The rocks of the Damara Sequence rest unconformably on the clastic and metamorphic rocks of the Nosib Group while the granites of the Grootfontein Basement Complex are exposed in the southeastern part of the OML (DWA, 2002). The dolomite and limestone have little primary porosity, but the permeability of the rocks is locally enhanced due to intense fracturing and chemical weathering through the dissolution of the rock by rainwater. This is known as karstification and the OML is
Fig. 1. Location of the Otavi Mountain Land in Namibia.
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also known as the Karts Area due to the abundance of carbonate rocks associated with these characteristic karst features. Two major aquifer types can be distinguished in the OML, namely the karst aquifers in the synclines and the Kalahari aqui fers. The karst aquifers host the most important groundwater resource in the region and the water is generally of good quality. The recharge to the aquifers is autochthonous or directly from rainfall and the aquifers have a relatively large recharge potential due to the comparatively high rainfall, the absence of soil cover in the mountains and the storage capacity in the karstified dolomite synclines (DWA, 2002). These features facilitate rapid infiltration during precipitation and the possibility to store large volumes of water in the aquifers. Although there is an absence of surface run off, there are numerous springs and a perceived abundance of shal low groundwater in the OML. The yield of some boreholes in the karst aquifers can exceed 100 cubic metres per hour (m3/h) (DWA, 2002). The Kalahari aquifer is generally considered as a porous aqui fer, but in some places the aquifer may be compacted, fractured and locally karstified due to the abundance of calcrete and calcare ous cementing. The thickness of the sediments increases from tens of metres along the perimeter of the OLM to several hundreds of metres further away. The yield of the boreholes drilled into the Kal ahari aquifers may vary between 5 and 30 m3/h. Due to the fluctuations in rainfall and recharge to the aqui fers over time, the availability of water changes accordingly and through the measurement of the water levels it was found that the water table continued to drop as the demand increased (DWA, 2002). This is a matter of concern, but it was also shown over time that good rainfall events in the late seventies and the late nineties recharged the aquifers to a large extent. This meant that it was not so important to link abstraction to recharge only, but that the stored volume of water could also be utilized, thus creating space in the aquifer that can be recharged during years with heavy rain fall. 2.4. Abstraction control After the discovery of base metals in 1915 and the development of mines, as well as the interest of the local stock farming commu nity to irrigate their dryland crops when there is a lack of rainfall, the water demand grew steadily and by 1970 the then Government of Namibia became concerned that the uncontrolled abstraction of groundwater would be unsustainable. Large volumes of water were being abstracted to dewater the mines and some of this water was used for irrigation, which in turn stimulated the inter est of more farmers to utilize the groundwater that occurred at shallower depths for irrigation. The regional nature of the water resources also had the implication that water users impacted upon each other and that gave rise to local conflicts which were brought to the attention of the Government. It is well known that all water sources, including groundwater, are finite and have a limited potential. The growing water demand in the OML had to be managed, especially in the absence of proper hydrogeological investigations that could have determined the potential of the karst aquifers at that time. It was therefore decided to declare the OML a groundwater control area. The Tsumeb–Otavi–Grootfontein Subterranean Water Control Area, referred to as the Karst Water Control Area (KWCA), was proclaimed on 13 November 1970 in terms of Section 28 of the Water Act of 1956 (DWA, 1956). The control over and the use of the groundwa ter was subsequently prescribed in Regulation No. R1278, dated 12 July 1971. According to the regulations any person who plans to sink, enlarge, deepen or alter any borehole or well or to open up or clean any spring or to abstract or use subterranean water, shall apply for a permit (DWA, 1971).
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The main purpose was to collect information and to protect the water resources from over-abstraction, but the regulations also prescribed measures which made the reasonable and equita ble allocation of water to the different users possible through a “preliminary” permit system until the water resource potential could be investigated more thoroughly. Water that was abstracted for domestic use and stock water, as well as the irrigation of less than one hectare of land was exempted from the permit requirement because the quantities of water were considered to be relatively small. Any person or insti tution that wanted to abstract water for commercial use had to make an application in which a description was required of the economic viability of the particular water use, as well as the quan tity of water required. This application would be considered in terms of other competing uses and the potential of the aquifers to sustain the abstraction of the quantity of water requested. A per mit was subsequently allocated and the permit holder had to pro vide information about the lithology of the boreholes drilled, the quantity of water abstracted and the fluctuations in the water table, especially before and after the rainy season, in order to assist the Government to determine the behaviour of the aquifers under operational conditions and to make some assessment of the potential of the aquifers. 2.5. National water transfers In 1974 the Government announced a Water Master Plan for Namibia and one of the proposed water schemes was the develop ment of a water carrier, known as the Eastern National Water Car rier (ENWC). The ENWC would link the ephemeral surface water sources and groundwater sources in the interior of the country to each other and eventually with the Okavango River to import perennial surface water to the arid central parts of the country. This plan included the study of the potential of the groundwater resources in the OML and if the potential was adequate, to develop well-fields and construct pipelines to divert the water from the OML to other areas in the country where there was development potential, but lack of sufficient water. The ENWC was gradually implemented in phases, but by 1987 the water carrier reached the OML and the local community started to realize the realities of the possible impacts of the Master Water Plan on their water resources. This was further compounded when the Government started with further hydrogeological investigations on private land to determine the potential of the water resources. The farming community was extremely concerned and objected to the use of their water in other areas in the country where less water was available. This issue was exacerbated by the fact that very little information was available about the potential of the aqui fers. The Government was of the opinion that surplus water was available for transfer purposes and the community felt that the water was not available because the water table was already drop ping as a result of local use. It was clear that the need to investigate the potential of the water sources became a priority, but this could not be done without the support of the farming community who had to facilitate the investigations on their land. 3. Establishment of the Karst Water Management Body (KWMB) Socio-economic development in the OML is based on mining, commercial agriculture and service industries. The driving force to sustain those activities and to supply water for domestic use, as well as to support future developments, is the availability of ground water. Perceived limited groundwater resources, local competing water uses and unwanted national interests to transfer water out of the OML made the potential for conflict very high. This could
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only be resolved by scientifically determining the potential of the aquifer, building trust and understanding, promoting joint water planning and to get the community involved in the sustainable management of the groundwater. This was essential to maintain the integrity of the resources, to allocate the available water to the different users in an equitable and reasonable way and to use the water optimally and efficiently. In order to manage the allocation, abstraction and monitoring of the aquifers in the OML, the Government encouraged the local water users to create a management institution to assist the Govern ment to manage the aquifers in order to maximize the benefits that can be obtained through the best joint utilization of the aquifers by all the water users. This led to the establishment of the KWMB and is in line with the National Water Policy (MAWRD, 2000) and the Water Resources Management Act, 2004 (Act 24 of 2004) which has not yet come into force. The stakeholders in the OML drafted a Constitution and the KWMB was properly constituted. The Govern ment was requested to endorse and recognize the establishment of the KWMB. This was subsequently done because the KWMB was considered to be a representative body, and an excellent initiative by the local stakeholders and worthy of Government support. The main functions of the KWMB is to achieve maximum security in the supply of water to all the people in the Karst Water Control Area (KWCA); to improve knowledge about the techni cal, economical, environmental, legal and administrative aspects related to the water sector in Namibia; to enhance communication between the Government; to consult with the institutions engaged in public water services and the local water users in the KWCA; to develop a better understanding about water issues between all stakeholders engaged in the water sector in the KWCA and to promote water awareness and stakeholder participation through regular meetings between all the stakeholders. The stakeholders are represented by a Council and an Executive Committee. The Council comprises 15 members nominated by cer tain groups of stakeholders, for example the regional government, the local governance institutions at the three towns, the mining sector, the farming community, representatives from Government Ministries (who serve as advisors or observers), non-Governmen tal institutions, independent stakeholder groups and ex officio members. The Executive Committee comprises the Chairperson, the Vice-Chairperson and the Secretary. Other arrangements in the Constitution cover such aspects as the election of office bearers, the voting procedures, the conduct of meetings, a code of ethics and the procedures to amend the constitution. 4. Joint Management of the KWCA 4.1. The relationship between the KWMB and the Government Following consultations between the KWMB and the Depart ment of Water Affairs, a new policy and strategy for the manage ment of the KWCA and the allocation of water abstraction permits were agreed upon. The Government will not withdraw any permit or allocate a new permit without consulting the KWMB. If the Gov ernment wants to take action against permit holders who fail to comply with the permit conditions, the KWMB will be informed. The Government will monitor water levels and aquifer behaviour in order to asses the annual availability of the water permitted for abstraction and will inform the KWMB about the results as part of the capacity building initiative to empower the community to understand the management and behaviour of the aquifers better. 4.2. Management principles The overall management of the groundwater in the KWCA stands on three pillars and is based on the integration of aquifer
management, resource management and water demand manage ment. Aquifer management relates to the scientific assessment of the potential of the aquifers, the allocation of water and the monitor ing of the behaviour of the aquifers under operational conditions. Resource management refers to the appropriate management of the aquifers and the environment through cooperation between the users, the KWMB and the Government. Water demand man agement refers to the responsibility of all water users to ensure loss control and water use efficiency in order to make water avail able to as many irrigation farmers as possible, thus maximizing the socio-economic advantages that can be obtained. 4.3. Water allocation priorities The priorities for the allocation of water were divided into primary, secondary and tertiary consumption. Primary consump tion is water for domestic use in urban and rural areas, as well as for stock drinking on farms and in the rural areas. Secondary con sumption is water for mining, manufacturing and industries. Ter tiary consumption is water for irrigation. The transfer of surplus water from the KWCA to other areas would only be allowed to meet primary and secondary water demands. The principles for the award of permits to abstract water for irrigation require that the water must be allocated for the most beneficial and sustainable uses; the quantity of water allocated should serve as an incentive to optimize irrigation methods and water conservation; the available water should facilitate further agro-industrial and socio-economic development; the process of allocation should be fair, open and transparent and that the stake holders should be empowered to assist with the decision making process to award the permits as well was to manage the aquifers. 4.4. Determination of the sustainable yield and groundwater availability The initial policy for the determination of the sustainable yield or the availability of groundwater for allocation was based on the limited knowledge of the hydrogeological environment of the karst aquifers, but as more studies were done (DWA, 1990, 2002) and more information became available, the policy was adjusted accordingly (DWA, 1992, 2004). The karst aquifers were initially divided into five different catchments according to the surface topography over each aquifer, represented by a syncline, and for each catchment the permissi ble abstraction was derived from a conservative estimate of the annual recharge. The recharge of the aquifers was estimated at 2% of the mean annual rainfall on the area underlain by the carbonate rocks. This was done by comparing the drop in the water table due to abstraction and rise in the water table due to rainfall recharge. From this it can be determined how much of the rainfall over the aquifer will recharge the aquifer. The sustainable yield or permissi ble abstraction was defined as equal to the recharge and based on these assumptions it was estimated that the sustainable safe yield of the aquifers is about 60 million cubic metres per annum (Mm3/ a). Each catchment was divided into 10 km £ 10 km blocks repre senting 10,000 ha each. The permissible abstraction for each catch ment was then divided by the number of blocks in each catchment. The resulting amount of water available was divided by the unit quantity of irrigation water to determine the number of hectares that could be irrigated in each block. The unit quantity of water for irrigation was determined as 12,000 cubic metres per hectare per annum (m3/ha/a). This is a conservative requirement based on research done by the Department of Agriculture to determine the water requirements for irrigation under different climatic and soil conditions in Namibia and became generally accepted practice. Permits were allocated in order of application until the maximum
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quota of water per block and per catchment were reached. This was done to prevent more abstraction than the long term recharge in each catchment. Traditionally the safe yield of an aquifer is defined as the long term balance between the amount of water abstracted and the amount of water recharged, but from the above it is clear that the safe yield had been determined by taking short term or annual recharge and abstraction data into consideration. This concept was deemed inappropriate and not sustainable after consulta tions between the farmers, agricultural experts and the Depart ment of Agriculture. The sustainable safe yield should therefore be determined by taking into account the outflow of groundwa ter from the aquifers, the impact of local or regional drawdown on the water table, the depletion or desiccation of springs, the effects of climate variations and change, as well as social, eco nomic and environmental issues. This means that the sustainable yield should be defined as the permissible abstraction that would not allow the drawdown of the regional water table to levels below that which is acceptable with respect to both economical and environmental concerns. A study to determine the effect of a drawdown of the water table on the surface vegetation found that most of the vegetation has shallow root systems that do not draw water from the deeper lying aquifers. In other words, water that is not used has no economic value and should be used, but the level of impact on the environment would not be unacceptable. The present estimated sustainable safe yield of the karst aquifers is about 36 Mm3/a. In order to achieve these objectives it is clear that the hydrogeo logical environment of the KWCA must be well understood, reli able data should be available to estimate recharge accurately, the water storage characteristics of the aquifers should be understood, the impacts of a reduced water table on outflows and the environ ment should be studied and an assessment of the risks of climate change and seasonal rainfall variability should be done. Although the water allocation policy was deemed fair and reasonable at the time it was instituted, a number of improve ments were identified as more information about the behaviour of the aquifers under operational conditions became available and the results of further groundwater studies could be incorporated. The community developed a better understanding of the ground water systems over time and could make useful contributions to improve the administration and management. The present status is that the karst area has been divided into eight regions and each region has been allocated a permitted long term sustainable safe yield or a sustainable quantity of water that could be allocated for irrigation. There are at present 89 permits issued that allow the use of about 11.3 Mm3/a for irrigation. Refer to Table 1 for an overview of the allocation of water in the KWCA. The issue of water transfer out of the KWCA was also investi gated and it was found that in certain high yielding areas it would be possible to abstract about 36 million cubic metres (Mm3) of water at a rate of not more than 12 Mm3/a over a period of three years to meet shortfalls elsewhere in the central area of Namibia. The aquifers should then be rested for up to 15 years to replenish
Table 1 Allocation of water from the karst aquifers Consumer Group
Water allocation (Mm3/a)
Urban domestic use Rural domestic use Mining and industrial use Irrigation use
4.4 4.8 12.3 11.3
Total
32.8
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the water removed from storage. The KWMB and the Government agreed on the priorities for such water transfers and the possibility of future water transfers has been accepted. 4.5. Criteria for the allocation of new permits Permission to abstract additional water for irrigation purposes will only be considered if the allocated water quota for the area under consideration has not been reached. The unit quantity of irrigation water has been reduced to 10,000 m3/ha/a and will be applied when existing permits expire and are renewed or when new permits are awarded. The renewal of existing permits and the assessment of new permit applications will only be considered once per annum in May and the awards will be made with effect from 1 July. The reason for this is the behaviour of the aquifers after the preceding rainy season must first be assessed to confirm the permissible quantity of water available for allocation. The maximum validity period of a permit is five years and the purpose of this is to ensure that the water that has been allocated is used. If the water is used for the intended purpose (mostly irrigation), the permit would be renewed, but if no irrigation development has taken place, the water will be allocated to other applicants. The reason for this is that some farmers applied for permits without any real intention to invest capital in an irrigation project, but just to be able to claim access to permitted water on his land and thus to improve the value of his land for speculation purposes. The max imum quota of water has also been reduced to 100,000 m3/a. This means that each applicant can get enough water to irrigate 10 ha of land, providing the opportunity to irrigate more land by using more efficient irrigation technology. This was also done to allocate water to more applicants and to spread the areas under irrigation more evenly through the karst area. Permit applications that have been rejected due to limited water resources would be short listed for allocation when permits are withdrawn from successful appli cants who failed to perform. Permits will not be renewed or can be withdrawn if a permit holder fails to install the required water meters on the abstraction equipment; fails to submit the returns to the Government for water abstracted water; exceeds the permitted abstraction and does not use the water efficiently or does not use the water that had been allocated. 4.6. Policy adjustments The decision to set the sustainable abstraction of water from the karst aquifers equal to the recharge was changed because the approach did not make provision to accommodate increased abstraction by using the stored water reserves, which is in excess of 800 Mm3. The reduction in through flow to downstream areas was not accounted for and the lowering of the water table due to the natural outflow of groundwater from the OML was not consid ered. These issues had to be brought into the equation to deter mine aquifer behaviour and the availability of water. The policy to distribute the permissible abstraction evenly across the whole KWCA was reconsidered because there were areas where the water could not be utilized due to the mountain ous nature of the land, or the lack of suitable soils for irrigation, or when a farmer was just not interested in irrigation. The “first come, first service” principle was also perceived as unfair by appli cants who had a late start with their decisions to start with irri gation. The main reason for this was that many farms in the area received electricity and it became more profitable to irrigate with water that could also be abstracted economically at greater depth. Previously the shallow water was economical to use for irrigation in spite of using diesel engines to drive the pumps, but when elec tricity became available, those farmers also wanted to abstract
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more water at greater depths. This led to a general increase in the demand for more irrigation water. It was also expected by the community that the allocation of water should be more transparent and that the Government should solicit the views of the community before allocating a per mit in order to avoid conflict. The management of the aquifers was compromised by users who abstracted more water than allocated, people who drilled boreholes illegally and those who did not sub mit their abstraction returns as required in terms of the permit conditions. Many of these issues had a detrimental effect on the availability of water for all the users and it soon became apparent that it was in the interest of all stakeholders to get involved in the monitoring of those activities as well and to report those that trans gressed the rules to the appropriate authorities to enable them to take remedial action. This understanding between the parties enhanced cooperation to the benefit of all. 5. Conclusions The occurrence, development and use of the groundwater resources in the OML as well as the rationale behind the process to manage water resources in a sustainable way has be described to serve as an example for the management of similar groundwater resources in other countries. The successful establishment and operation of the Karst Water Management Body is based on the principle that the Government wanted a cooperating partner at the local community level to improve the sound management of the karst area groundwater resources. At the beginning there was little local interest to partici pate, but when the Government indicated its intention to transfer water from the karst area to other areas in Namibia, the commu nity realized that there was a real threat to the security of their water supply. The community started to organize itself and to seek support from the Government to assist them to establish a repre sentative institution that could liaise competently with the Govern ment. In this way the Government and the community managed to achieve their objectives because there is a viable partnership that can assist to improve the management of the groundwater resources. The technical expertise vested in the Government can now be applied to build the capacity of the Community to under stand how and why the water sources must be managed on a sus tainable basis and why the water transfer plans would not impact adversely on their own access to adequate quantities of water. In this way the perceived threats will be mitigated and the security of supply will be maintained through the optimal management of the water sources. Another lesson to be learnt here is that the implementation of legislation is not the only driving force to establish water man agement bodies. When real needs or threats are evident, it tends to rally people to organize themselves. There are of course other cases where the Government has to take control and there may then be a need to institutionalize water management bodies, but the challenge would be to get the cooperation of the communities
without law enforcement and the feeling that the Government is interfering in issues at the local level. The objective in such cases would therefore be to convince the community that it is in their own interest to cooperate and to participate. This is also a question of education and training, or capacity building, to empower the local people to understand the technical, social, economic and envi ronmental issues at stake. At the time the KWCA was declared, the Government was of the opinion that the potential exists for the over exploitation of an important groundwater source and that abstraction had to be controlled. It is normally not possible to manage water resources properly unless detailed hydrogeological investigations have been done to determine the potential of the groundwater resource. Groundwater investigations are very expensive and until such time an investigation is done, data can be collected that could be used to understand the behaviour of the aquifer during recharge events and while water is abstracted. This information will also be very useful when a formal hydrogeological study is done. The best way to utilize the potential of an aquifer is to use it, but to monitor the behaviour of the aquifer and that can be achieved by declaring the aquifer as water control area with the objective to control abstrac tion and to collect data by monitoring water levels, rainfall and the results of recharge events. By cooperating in groundwater management the KWMB and the Government agreed on groundwater resource investigations, management principles and practices, water allocation criteria, joint planning, capacity building and a process for regular consul tation, the exchange of technical information and the building of mutual trust. References Christelis, G., Struckmeier, W., 2001. Groundwater in Namibia: an explanation of the Hydrogeological Map, Department of Water Affairs, Windhoek. DWA, 1956. The Water Act, 1956 (Act 54 of 1956) as made applicable in South West Africa. DWA, 1971. Regulation No. R1278, dated 12 July 1971. DWA, 1990. An Evaluation of the Groundwater Resources of the Grootfontein Karst Area. Compiled by the Geohydrology Division, Department of Water Affairs, Ministry of Agriculture, Water and Rural Development, 1990. DWA, 1992. Criteria to be Considered when Allocating Permits for the Abstraction of Groundwater for Irrigation Purposes in the Karst Area. Compiled by the Geo hydrology Division, Department of Water Affairs, Ministry of Agriculture, Water and Rural Development, November 1992. DWA, 2002. Hydrogeological Investigations to Determine the Groundwater Potential of the Tsumeb Aquifers in Norhern Namibia (The Tsumeb Ground water Study). Compiled by GKW Consult and Bicon Namibia, for the Depart ment of Water Affairs, Ministry of Agriculture, Water and Rural Development, February 2002. DWA, 2004. Revised Criteria to be Considered when Allocating Permits for the Abstraction of Groundwater for Irrigation Purposes in the Tsumeb–Grootfon tein–Otavi Subterranean Groundwater Control Area. Compiled by the Geohy drology Division, Department of Water Affairs, Ministry of Agriculture, Water and Rural Development, June 2004. Global Water Partnership, 2000. Integrated Water Resources Management. TAC Background Papers No. 4. GWP Secretariat, Stockholm. MAWRD, 2000. National Water Policy White Paper. Ministry of Agriculture, Water and Rural Development, August 2000. MAWRD, 2004. Water Resources Management Act, 2004 (Act 24 of 2004).