Masinga and Kamburu deliver hydro-electric power to the Kenya Power Company; primarily to Nairobi. Sasumua and Ndakaini supply drinking water to the Nairobi Water Company. The elevation of these reservoirs ranges from 1,006m above sea level at Kamburu to 2,485m above sea level at Sasumu. The objective of the survey was to conduct a bathymetric survey of the reservoirs and prepare digitised contour maps to estimate the current reservoir capacity and deposited sediment volume and distribution. This bathymetric survey should use automated depth measurement and positioning systems conducted at appropriately spaced data collection traverses.
Fathoms also had to select and survey a series of cross section lines across the reservoirs which would be re-surveyed at intervals and used to compute (by geometric formulae) the inter-survey volume change in each reach. The number and location of the traverses/cross section lines should be determined based on standard survey procedures to efficiently track and compute accumulated sediment volume.
On Masinga, Huntings had undertaken an aerial photographic survey of the reservoir basin 1965. This incorporated both Masinga and Kamburu reservoirs before impoundment. This was followed by the first bathymetric survey of Masinga in 1983 (by HR Wallingford)
Kamburu was first surveyed using 29 transects during the HR Wallingford 1981 survey and again in 1983. Sasumua was originally commissioned in 1956 with the dam being raised in 1968; so it has had no previous bathymetric survey. The Ndakaini reservoir only became operational in 1994 and the only previous survey was done by E&H in 2001.
These surveys’ transects were originally established by land survey methods and mainly consisted of conventional pillar type beacons. Unfortunately, these were surveyed using a local engineering grid, the details of which were not available to the present team. Many of these beacons were found but - given the period of time since they had been established - many had disappeared. The E&H survey was not available for study; merely the conclusions from it.Since all previous surveys were either unavailable or unsuitable for direct comparison, Fathoms had to design this survey from scratch; despite the need to compare previous results with present ones.
In order to establish an accurate volumetric assessment of the reservoirs, detailed and closely spaced bathymetry was required, in a regular and systematic pattern. However, it was still hoped to be able to locate some of the original beacons and thus be able to run the previous transects. Although these would be additional to the main survey, they would provide a direct graphical comparison where available.
Several exceptional factors required careful planning to ensure a safe and successful survey. The two hydro reservoirs were remote; so there was little chance of assistance should any problems have arisen. Survey vessels were required and the presence of usually unfriendly wildlife would be a real hazard. In particular, there were known to be hippopotami and crocodiles in Kamburu and Masinga. This indeed, proved to be the case; so it was decided that the vessel should keep a safe distance from all wildlife if encountered. Although hippos and crocodiles were present on many occasions, once they heard the vessel’s engines they would submerge and keep a safe distance; as did the survey vessel! Consequently the survey was conducted with minimal environmental impact. On one occasion when the team was setting up the vessel early in the morning, one surveyor heard heavy breathing and sighs behind him. He thought it was his team-mate having problems with the equipment. But it was a hippo that had come to have a look! KenGen kindly supplied a useful GRP craft for use on the larger Masinga and Kamburu reservoirs. This was fitted with twin outboards (which provided a degree of break-down back-up), a central steering console and a sun canopy. This latter was very important and provided protection for the personnel during long, hot and sunny days; and shade for the computer screens.
A smaller boat was provided for the survey of the two smaller reservoirs. The echo sounder was mounted on an over-the-side mount with the GPS antenna fitted on the same pole to avoid inaccuracies. A standard survey specification high frequency single beam echo sounder was used for depth measurement. Daily calibrations were undertaken including the measurement of the velocity or propagation of sound in water.
A differential GPS unit was therefore used for all positioning and corrections were supplied direct by satellite. This obviated the need to establish any local stations. Accuracies of 30cm were consistently obtained when checks were undertaken against control points. Specialist equipment - C-Nav 2050M - proved ideal for the surveys as it provides RTK solutions particularly suited for remote areas by use of satellite based correction signals.
One of the critical issues was to be able to survey as close inshore as possible to provide maximum coverage. This was not always feasible, because the water was often very shallow. It became obvious during the surveys and after consultation with the locals that when the reservoirs’ water levels drop, the people living around the lakes use the freed up land to plant seasonal crops. This is obviously fertile land because of the silt deposited into the reservoirs by the rivers that feed them.The weather varied from glorious sunshine to thick mist on the higher reservoirs at nearly 2,500m above sea level. At times the survey team felt very at home with the damp cold conditions; similar to an English day at work.The primarily aim of these surveys was to provide a baseline survey for future studies and to determine whether there had been much siltation, so the volume of each reservoir was calculated from the survey results. The volumes were calculated using two separate methods and the results compared. In each case, there was excellent agreement.
However, hard copy profiles from a previous survey of Kamburu allowed a direct comparison between the previous and present surveys, albeit graphically. An example is shown below.A plot was made of all the results of the bathymetry to cover each reservoir. A typical output is shown below for Masinga.
Four interesting and challenging surveys were successfully completed by Fathoms under sometimes unusual circumstances. Volume calculations and contour charts were delivered for each reservoir. All four surveys provide a definitive baseline footprint against which future surveys can be measured.
What’s more, none of the Fathoms team members fell prey to the crocs and hippos that watched these intricate surveying procedures.