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Carga Hidrhlica<br />

Hydraulic Load<br />

Desarenador<br />

Sand Trap<br />

No. de Camaras<br />

No. of Chambers<br />

Longitud<br />

Length<br />

An&o<br />

Width<br />

Altura<br />

Height<br />

ClUXil<br />

Canal<br />

Tip0<br />

Type<br />

Seccih<br />

Section (b,h, m)<br />

Longitud<br />

Length<br />

Pendiente<br />

Slope<br />

Antecamara<br />

Forebay<br />

Longitud<br />

Length<br />

An&o<br />

Width<br />

Caida Sobre la<br />

Entrada de la<br />

Caiieria de Prcsibn<br />

Head above<br />

Penstock Openin!<br />

No. de Compuertas<br />

No. of Gates<br />

Cafieria de Presih<br />

Penstock<br />

Longitud<br />

Length<br />

Diametro<br />

Diameter<br />

gs$3 (1979 US$)<br />

Equip0<br />

Equipment<br />

Obra Civil<br />

Civil Works<br />

Total<br />

,.5 m<br />

i7 m<br />

im<br />

5.5 m<br />

I’unel Herradura,<br />

r = 1.1 m<br />

runnel, Horseshoe<br />

207 m<br />

0.001<br />

4.6 m<br />

1 (1 x<br />

160 m<br />

lm<br />

m)<br />

4,000000 2,400,OOO<br />

1,960,OOO<br />

j.6 m<br />

2,000,000<br />

5,960,OOO 4,400,000<br />

;<br />

i0 m<br />

2 x 6.20 m<br />

im<br />

Revestido, Trapezoidi<br />

Lined, Trapezoid<br />

2 m, 1.95 m, 1<br />

1,635 m<br />

0.00042<br />

25 m<br />

5m<br />

3.6 m<br />

2(1.5 x 1.5 m)<br />

90 m<br />

1.5 m<br />

obra civil principalmente es la longitud de la<br />

conduction.<br />

En las mini-centrales o aquellas en las que se trata<br />

de aprovechamientos con obras de ingenieria civil<br />

sumamente slr;?ples y grupos de fabricacidn estan-<br />

darizados, 10s costos bajan relativamente en algo;<br />

bAsicamente la obra con&a de una toma simple, un<br />

canal de conduction, tanque de presion conventional,<br />

tuberia de presidn y casa de m&quinas, o pequeno<br />

reservorio de carga para las turbinas tipo bulbo. Los<br />

costos tanto de1 equip0 <strong>com</strong>a de la obra civil varfan,<br />

1.4 m 3.25 m<br />

‘0 m<br />

fin<br />

lm<br />

282<br />

Xevestido, Trapezoidal<br />

Aned, Trapezoid<br />

! m, 1 m, 1<br />

1,950 m<br />

I.0006<br />

20 m 8m<br />

1.5 m 4m<br />

Orn<br />

l(O.9 x 0.9 m)<br />

145 m<br />

0.9 m<br />

800,000<br />

1,120,000<br />

1,920,000<br />

1<br />

25.5 m<br />

Im<br />

1.5 m<br />

Revestido, Trapezoidal<br />

Lined, Trapezoid<br />

0.8 m, lm, 1<br />

1,380 m<br />

0.002<br />

2m<br />

l(1.0 x 1.2 m)<br />

80 m<br />

0.8 m<br />

329,000<br />

560,000<br />

880,000<br />

Mampoesteria<br />

Rectangular<br />

Masonry,<br />

Rectangular<br />

1.5 m, 1.8 m<br />

1,500 m<br />

0.002<br />

2m<br />

l(1.0 x 1.0 m)<br />

320,000<br />

760,000<br />

1,080,OOO<br />

These costs result in an installed kW value<br />

amounting to US$1,192; 1,466; 1,920; 2,200 and<br />

2,700 respectively, which indicate a higher cost<br />

for the civil works as the capacity of the plant<br />

drops. In addition, the item that principally in-<br />

creases the cost of the civil works Is the length<br />

of the canal.<br />

The costs are somewhat lower in the case of<br />

mini-powerplants, or those that utilize very sim-<br />

ple civil engineering works and standardized<br />

manufacture groups. Basically, the works consist

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