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Krasnodar GRES Project Volume I11 Environmental Assessment

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Regime<br />

Phase<br />

Spring<br />

flood rise<br />

Spring<br />

flood drop<br />

Floods<br />

Sediment<br />

Runoff<br />

Suspended<br />

Suspended<br />

Carried on<br />

bottom<br />

Carried on<br />

bottom<br />

Total carried<br />

on bottom<br />

and<br />

suspended<br />

sediments<br />

Characteristic<br />

of Sediment<br />

Composition<br />

Large<br />

Medium<br />

Small<br />

Large<br />

Medium<br />

Small<br />

Table 4.31<br />

Particle Size Distribution of Suspended Sediments<br />

in the Laba River Near Kaladzhinskaya<br />

Measurement<br />

Date<br />

27.V.74<br />

9.V.74<br />

21 .V1.73<br />

14.V11.71<br />

2.V1.71<br />

27.V111.71<br />

23.1X.71<br />

Table 4.32<br />

Sediment Discharge Rate in the Laba River Near Kaladzhinskaya<br />

Unitof<br />

Measure-<br />

ment<br />

kg/s<br />

thou.tons<br />

kg/s<br />

thou.<br />

tons<br />

thou.tons<br />

,<br />

Parameters of<br />

Probability Curve<br />

Ave. Cv C.<br />

22.8<br />

720<br />

6.85<br />

21 6<br />

936<br />

0.53<br />

Particle Content (% by Weight) with Diameter mm<br />

1-<br />

0.5<br />

0.5<br />

0.2<br />

1.06<br />

4.2<br />

0.6<br />

0.5-<br />

0.2<br />

30.9<br />

20.9<br />

5.1<br />

32.9<br />

8.4<br />

3.3<br />

1.9<br />

1<br />

60.0<br />

1900<br />

18.0<br />

568<br />

2468<br />

0.2-<br />

0.1<br />

33.3<br />

54.5<br />

21.4<br />

40.4<br />

32.0<br />

2.0<br />

19.3<br />

5<br />

45.6<br />

1440<br />

13.7<br />

433<br />

1873<br />

0.1-<br />

0.05<br />

9.3<br />

8.5<br />

18.5<br />

14.6<br />

20.7<br />

9.7<br />

39.4<br />

Probability, %<br />

10 25 75<br />

39.0<br />

1230<br />

11.7<br />

369<br />

1599<br />

0.05-<br />

0.01<br />

21.8<br />

26.8<br />

29.2<br />

8.4<br />

23.9<br />

44.2<br />

30.1<br />

31.8<br />

1000<br />

9.5<br />

300<br />

1300<br />

0.01-<br />

0.005<br />

2.0<br />

0.4<br />

14.0<br />

442<br />

4.2<br />

133<br />

575<br />

21.5<br />

3.1<br />

15.0<br />

40.8<br />

9.3<br />

95<br />

7.2<br />

228<br />

2.2<br />

69<br />

297<br />

0.005-<br />

0.001<br />

2.2<br />

8.7<br />

97<br />

6.0<br />

190<br />

1.8<br />

57<br />

247<br />

PAGE 4-34

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