South Africa - Government of South Africa

By Anonymous (not verified) , 24 February 2026
Project Status
Active
Project Stage
Project Definition
Completion Percentage
0
Sector Name
Water
Subsector Name
Water Supply
Alternative Names
Not available
Reference Plan
PIDA PAP 2
On SDM
Off
Summary
<p>"Orange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation Such studies would include at least an independent review of the above independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020._x000D The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

T he development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and construction"</p>
Description

<p>"Orange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation.The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study which aimed at Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded at the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and construction" </p>

Capex Cost
500.00USD million
Preparation Cost
1.00
Operation Cost
0.00
Project Risk

<p>Not available</p>

Countries
Namibia, South Sudan, South Africa
Beneficiary Countries
South Africa
Stakeholders
Namibia - Government of Namibia
South Africa - Government of South Africa
Start Date
Date Created Raw
Latitude
43.870000
Longitude
43.872200
By Anonymous (not verified) , 24 February 2026
Project Status
Active
Project Stage
Project Definition
Completion Percentage
0
Sector Name
Water
Subsector Name
Water Supply
Alternative Names
Not available
Reference Plan
PIDA PAP 2
On SDM
Off
Summary
<p>Water transfer from Lesotho to South Africa, for water supply to South Africa and hydropower generation in Lesotho. </p>
Description

<p>The first-phase of the multi-phase Lesotho Highlands Water Project (LHWP) entailed the construction of Katse Dam, Mohale Dams, Matsoku Diversion Tunnel and the Muela hydropower station. Lesotho benefits from a sustainable, independent energy supply for Lesotho that will meet the country's electricity requirements and royalty revenue from the project, while South Africa benefits from the security of supply of high quality water that is transferred into the Vaal River system for domestic and industrial use in the Gauteng province. Phase II of the LHWP will be implemented in terms of two distinct components: a water delivery system to augment the delivery of water to South Africa and a hydropower generation system, which will increase the current electricity generation capacity in Lesotho. The program involves the construction of the Polihali Dam and the Transfer Tunnel in the Mokhotlong district and a hydropower scheme following the conclusion of a joint feasibility studies. As per the provisions of the Phase II Agreement between the Government of the Kingdom of Lesotho and the Republic of South Africa, the implementation of the Kobong Pump Storage scheme or any other hydro scheme was subject to the outcome of a joint feasibility studies. The technical and the economic feasibility studies for the Kobong Pump Storage scheme were completed in 2013. However, the outcome was that further studies should be undertaken. These included, a market study, an integration study, geotechnical investigations and legal and commercial arrangements Lesotho secured funding from the World Bank to undertake the above studies, including convectional hydropower options. These studies are expected to be substantially complete by the end of August 2019 . The further feasiility studies have looked at pumped storage and conventional hydropower options. The decision was taken to defer the pump storage option (due to prevailing economic conditions) and advance the conventional options. This entails one site at Oxbow on Malibamat&scaron;o River and two sites on the Senqu River. . The topography of the region allows for the possibility of developing a hydro-power generation in Lesotho in conjunction with the provision of water supplies to the RSA. For South Africa, construction of this dam and related infrastructure will guarantee the desired level of water availability in Gauteng and the Vaal River system in the most cost-effective manner. In parallel with water conservation measures in the Vaal River, it will also influence the improvement of water quality amongst many benefits. Phase II water delivery and hydropower generation are expected to be commissioned at the same time early in 2026, and the project close out is forecast for December 2028.</p>

Capex Cost
2,600.00USD million
Preparation Cost
0.00
Operation Cost
0.00
Project Risk

<p>Not available</p>

Countries
Lesotho, South Africa
REC
SADC
Stakeholders
Lesotho - Government of Lesotho
South Africa - Government of South Africa
Southern African Development Community
Zambia - Government of Zambia
Start Date
Date Created Raw
Latitude
-11.880000
Longitude
43.872200
By Anonymous (not verified) , 24 February 2026
PIDA Code
W.04.01
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Water
Subsector Name
Multi-purpose Reservoir
On SDM
Off
Summary
In terms of infrastructure, the project involves construction of: (1) a 165 m high, concrete-faced rockfill (CFRD) embankment Polihali dam downstream of the confluence of the Orange-Senqu and Khubelu rivers, Mokhotlong district. (2) a 50-m-high saddle dam. (3) a 38 km long, 5-m-diameter Polihali-Katse dam tunnel that will transfer water from the Polihali reservoir to the Katse reservoir, (4) a hydropower scheme - The exact form of the Phase II hydropower component is still to be confirmed following the completion of further feasibility studies. The studies have looked at pumped storage and conventional hydropower options. The decision was taken to defer the pump storage option (due to prevailing economic conditions) and advance the conventional options. This entails one site at Oxbow on Malibamatšo River and two sites on the Senqu River. These studies are expected to be substantially complete by the end of June 2019 and (5) advance infrastructure such as roads, bridges, high tension power lines and telecommunications systems, accommodation and construction facilities . Water will be abstracted from the Polihali reservoir through two separate concrete bell-mouth intakes on the western side of the Polihali reservoir, in the Khubelu river, 3 km upstream of the confluence with the Senqu.

The Phase II project therefore entails the construction of the Polihali Dam; a transfer tunnel from Polihali Dam to Katse reservoir; as well as advance infrastructure, environmental and social development programs in Lesotho. Phase II will increase the current supply rate of 780-million cubic metres a year incrementally to more than 1,270 million cubic metres a year. South Africa receives 24.6m³ of water per second from the LHWP. A cumulative total of 45.5m³ per second will flow as a result of the expansion.
Description

<p>~~The first-phase of the multi-phase Lesotho Highlands Water Project (LHWP) entailed the construction of Katse Dam, Mohale Dams, Matsoku Diversion Tunnel and the Muela hydropower station.  Lesotho benefits from a sustainable, independent energy supply for Lesotho that will meet the country"’s electricity requirements and royalty revenue from the project, while South Africa benefits from the security of supply of high quality water that is transferred into the Vaal River system for  domestic and industrial use in the Gauteng province.<br>
Phase II of the LHWP will be implemented in terms of two distinct components: a water delivery system to augment the delivery of water to South Africa and a hydropower generation system, which will increase the current electricity generation capacity in Lesotho.<br>
The program involves the construction of the Polihali Dam and the Transfer Tunnel in the Mokhotlong district and a hydropower scheme following the conclusion of a joint feasibility studies.<br>
As per the provisions of the Phase II Agreement between the Government of the Kingdom of Lesotho and the Republic of South Africa, the implementation of the Kobong Pump Storage scheme or any other hydro scheme was subject to the outcome of a joint feasibility studies. The technical and the economic feasibility studies for the Kobong Pump Storage scheme were completed in 2013. However, the outcome was that further studies should be undertaken. These  included, a market study, an integration study, geotechnical investigations and legal and commercial arrangements<br>
Lesotho secured funding from the World Bank to undertake the above studies, including convectional hydropower options. These studies are expected to be substantially complete by the end of August 2019 . The further feasiility studies have looked at pumped storage and conventional hydropower options. The decision was taken to defer the pump storage option (due to prevailing economic conditions) and advance the conventional options. This entails one site at Oxbow on MalibamatÅ¡o River and two sites on the Senqu River.   .<br>
The topography of the region allows for the possibility of developing a hydro-power generation in Lesotho in conjunction with the provision of water supplies to the RSA. For South Africa, construction of this dam and related infrastructure will guarantee the desired level of water availability in Gauteng and the Vaal River system in the most cost-effective manner.  In parallel with water conservation measures in the Vaal River, it will also influence the improvement of water quality amongst many benefits.  Phase II water delivery and hydropower generation are expected to be commissioned at the same time early in 2026, and the project close out is forecast for December 2028.</p>

Capex Cost
2,600.00USD million
Preparation Cost
0.00
Operation Cost
0.00
Project Risk

<ul><li>Two countries are involved, coordination and collaboration are required by both countries. Political risk insurance where required could add a cost to the project as well, but could be minimized through existing project governance structures. However, increase in interest rates could result in additional funding cost to the project. </li></ul>

Countries
Lesotho, Lesotho, South Africa, Lesotho, South Africa
Beneficiary Countries
Lesotho, South Africa
REC
SADC
Stakeholders
Global Water Partnership
Lesotho - Government of Lesotho
Lesotho - Ministry of Water
Lesotho Highlands Development Authority
South Africa - Government of South Africa
Southern African Development Community
Trans-Caledon Tunnel Authority
Zambia - Ministry of Water Development
Sanitation and Environmental Protection
Email
ephremg@nepad.org
Start Date
Date Created Raw
Updated Date
Latitude
-29.340000
Longitude
28.507100