The Sub-Consultant (Z&A) is providing the following Consultancy services:
1. Feasibility Study Phase
Z&A shall prepare the Feasibility design of the Macuje Dam for Nampula and ancillary structures (intake, bottom/mid level outlet, spillway), and some alternatives to be discussed, according to the World Bank Standard. The sub-consultant shall also support the Consultant to redact the investigation plan for engineering surveys to be done before the detailed design. The subconsultant will provide support for the hydrological and flood analysis, sediment transport analysis and preliminary topographic surveys (including the DTM), that remain in charge to the Consultant, as well as the geological surveys and reports.
2. Detailed Design Phase
Characteristics of the examined dam sites
| RN – Description | Χ (m) | Y (m) | Total dam height (m) | Dam length (m) |
| WGS84 UTM Zone 37S | ||||
| Dam axis 1 | 512762.5 | 8345727.0 | 33.0 | 715 |
| Dam axis 2 | 513322.8 | 8345024.9 | 36.0 | 770 |
| Dam axis 3 | 513590.5 | 8344568.8 | 33.0 | 770 |
The final feasibility study suggested proposal No2. The Final Dam characteristics are the following: A rockfill dam at the order of 36m in height, is estimated to be approximately 770m long at crest axis. The river invert elevation is set at +407.00masl. The crest width is set at 8.0m, and the embankment slopes are proposed 2.5:1 (width: height) for the upstream face and 2:1 for the downstream face.