Hydraulic Structures: Fourth Edition

(Amelia) #1
power outputgQH332 kW, assuming a Francis-type turbine
(low head, small discharge and efficiency of around 92%).


  1. The reservoir capacity0.54.52 106 2.26 106 m^3. The reduced
    demand line with this storage is the line OB on Fig. 12.25(a), giving a
    drop of 2.5 106 m^3 in 14 4-week periods. Therefore, the drop in
    power


0.92 1000 9.812.5 106 40/14 4  7  24  60  60  103

26.6 kW.

Hence 26.6 kW must be supplied by an auxiliary plant.


  1. For constant-output, low-head, small discharges, a Francis-type
    machine is appropriate. The power output is rather small and
    uniform, and hence one machine will normally do. However, a
    minimum of two units may be provided in case of breakdowns/main-
    tenance. The following options exist:


(a) designing and operating two units sharing the power output
equally (too small a power output per machine and hence inef-
ficient);
(b) designing one unit only and the second, of similar size, as a
standby unit (uneconomical);
(c) in view of the above, it is desirable to design and operate one
unit only and to provide a diesel unit as a standby.

The specific speed,

NsNP1/2/H5/4.

Adopting0.7 (Table 12.1) and runner diameter D4.43 (Q/N)1/3
we can obtain the operating speed (from equation (12.3)) as
N810 rev min^1. Choosing the nearest synchronous speed of
750 rev min^1 (page 482),

D4.43(0.92/750)1/3475 mm

and the specific speed

Ns 750  332 1/2/405/4136.

538 HYDROELECTRIC POWER DEVELOPMENT

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