Prokon Structural Analysis And Design 2.5.17 Crack

Hydrostatic pressure, as a result of the water accumulation in the dam is the most important dead load. Therefore, the internal pressure should be considered when calculating maximum internal reinforcement sizes. The pressure necessary to sustain the weight of the dam is known as the static design pressure (SDP) and it is the pressure that will be experienced by the reinforcing during the life of the dam. The safety margin around the SDP is called the hydrostatic safety factor and the procedure to calculate it can be used as a guideline for the contractor and structural engineer to estimate the fatigue limit of the concrete and reinforcement. The safety factor is calculated by dividing the SDP by the compressive strength of the concrete or by the tensile strength of the reinforcement.

The failure of the top conduit structure was investigated by the DWR. With the actions of the company acting as the expert on the failure, it was suggested that a joint investigation could be carried out by the various engineering teams. The investigation involved an in-depth examination of all available records, drawings and documentation. It was found that the design of the outlet and spillway structures was not done in accordance with the provision of the Royal Commission.

The utility of PROKON 2.5.17 has been tested in the Massingir dam design process. PROKON 2.5.17 allows the conduct of such hydro-structural study tasks, all of which are of relevance to design of the bottom outlet works conduits.

The reservoir of the dam is located in the northwestern part of Nigeria with a surface area of 9.4km2. It was constructed in 1999 and its first discharge works was completed in 2003. Massingir is also the first all-uv in West Africa to be designed by structural engineers as a gravity-type structure and to be constructed using reinforced concrete. This dam is of huge infrastructural and developmental significance to the whole of the Niger Delta region.

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