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Temperature - European Investment Bank

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WEST AFRICAN POWER POOL (WAPP) PÖYRY ENERGY LTD.<br />

Mount Coffee HPP ESIA and RAP 2012-09-18<br />

ESIA Report Page 221<br />

28.4.2 Effects of the Cascade on Hydrology<br />

Hydrological effects of the cascade, on the basis of the available information on the<br />

schemes u/s from Mt. Coffee, can only be estimated rather roughly. In the following<br />

Figure, the probable outcome is illustrated, whereby the following basic assumptions<br />

were made:<br />

� As a general rule for large storage reservoir on strongly seasonal rivers, water is<br />

being retained for filling the reservoir during the high flow (rainy) season; this<br />

water is then used for producing electricity during the low flow (dry) season.<br />

� This leads directly to a decrease of river flow d/s of the dam in the rainy season,<br />

and to an increase in the dry season.<br />

� According to the available information, Via reservoir (with the SP 4 extension),<br />

will provide regulating capacity for the entire cascade, while the other<br />

reservoirs, including Mt. Coffee, will be operated as ROR schemes.<br />

� The regulating effect of Via reservoir will be as described under the first bullet<br />

point: in the rainy season (June to November), a part of the high flows will be<br />

retained; enough water will be released to satisfy the requirements of the other<br />

plants in the cascade and the requirements of other water users, and there will<br />

also be some spilling. In the dry season, more water will be released than what is<br />

available under natural conditions. During this time, Via reservoir will be drawn<br />

down, to be filled again during the next rainy season.<br />

m³/s<br />

1'800<br />

1'600<br />

1'400<br />

1'200<br />

1'000<br />

800<br />

600<br />

400<br />

200<br />

0<br />

River flow without and with Via Reservoir<br />

J F M A M J J A S O N D<br />

Figure 28-5: Effects of Via reservoir on river flows at Mt. Coffee<br />

MC w/o Via<br />

MC with Via<br />

Via w/o dam<br />

Via with dam<br />

The flow values in this graph should not be taken as exact values, but rather as a general<br />

illustration of the type of impact the large Via reservoir will have.

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