Vaal Dam History

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Vaal Dam Some Interesting Facts And Figures

The Vaal Dam is located on the Vaal River close to Deneysville

 Situated some 110km south of Johannesburg city centre The Vaal Dam is a popular water sports venue.

The catchment area of the Vaal dam is approximately 38 500 km2 most of which is located in the Free State Province with the remainder in the North West, Gauteng and Mpumalanga provinces.  The catchment area has an average annual precipitation (MAP) of approximately 700mm with a corresponding annual potential evaporation (Symon’s Pan) in the order of 1 500mm.   Vaal Dam at Deneysville At 90% FullAt full supply level¸ the Vaal Dam can store 2 536 million m3/a with a surface area of approximately 320 km2 making it a relatively large and shallow reservoir.  The natural inflow to Vaal Dam is approximately 1 950 million m3/a although the upstream Grootdraai and Sterkfontein dams reduce the resulting natural inflow to approximately 1 400 million m3/a making the Vaal Dam a 1.7 MAR dam. Vaal Dam forms the central storage reservoir for the Vaal River water supply system which supplies water to the industrial powerhouse of the whole country.  The area supplied from the Vaal River System, generates more than 50% of South Africa’s gross geographical product (GGP), more than 80% of the country’s electricity and includes some of the largest gold, platinum and coal mines in the world. Vaal Dam Deneysville With 18 Gates Opened Vaal Dam is therefore of great importance to South Africa and a key component of the water supply infrastructure for Gauteng and the surrounding provinces.  Due to the increasing demands in the Vaal River System Supply Area, the natural resources of the Vaal Dam catchment are unable to supply the full water requirements. Various interbasin transfers already exist to transfer water from areas with excess resources to the Vaal Dam catchment and new schemes are continually being developed. The first phase of the largest and most impressive transfer scheme, the Lesotho Highlands Water The Vaal Dam With 18 gates open to reduce flooding Project, is currently nearing completion and the first water transfers from the scheme are scheduled for 1998. Only the first phase of the LHWP has been approved and no decision regarding possible future phases has yet (1997) been taken.  The construction of Vaal Dam started during the depression of the early thirties and the dam was completed in 1938 with a wall height of 54.2m above lowest foundation and a full supply capacity of 994 million m3. The dam is a concrete gravity structure with an earthfill section on the right flank.   It was built as a joint venture by Rand Water and the Department of Irrigation (now known as the Department of Water Affairs and Forestry).  The dam was subsequently raised Vaal Dam Deneysville with 18 gates open to reduce flooding in the early fifties to a height of 60.3m which increased the capacity to 2 188 million m3. A second raising took place in 1985 when the wall was raised by a further 3.05m to 63.4m above lowest foundation.  The capacity of the dam is currently 2 536 million m3 and a further 663 million m3 or 26% can be stored temporarily for flood attenuation.  The flood attenuation properties of the dam were severely tested in February 1996 when the largest flood ever recorded at the Vaal Dam site was experienced.

An inflow of over 4 700m3/s was measured into the Vaal Dam which was already at full capacity due to good rains and it was only through the expert management of the Hydrology staff at DWAF that the maximum flood released from the dam was limited to 2 300m3/s.

Flows above 2 300m3/s would have caused serious damage downstream of Vaal Dam and the situation during the 1996 flood became extremely tense as the storage in the reservoir peaked at 118.5% of Full Supply Capacity on 19 February 1996  i.e only 194 million m3 of flood absorption capacity remained before the full inflow would have been released causing massive damage.

During the period from 15 December 1995 to 15 March 1996, the inflow volume to Vaal Dam was estimated at 7 605 million m3 – sufficient to fill the dam three times over.  The inflow peak was estimated to have a return period of 70 years while the outflow peak was estimated to have a return period of only 20 years.

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