The canal, with a trapezoidal section, is represented in Figure 7, and the general data are shown in Table 1. The characteristics of the checkpoints, sluice-gates, pump stations and orifice offtakes are shown in Tables 2 and 3.

Table 1

General canal features

Pool numberPool length (km)Bottom slope (%)Side slopes (H:V)Manning's coefficient (n)Bottom width (m)Canal depth (m)
2.5 0.1 1.5:1 0.025 2.5 
II 2.5 0.1 1.5:1 0.025 2.5 
Pool numberPool length (km)Bottom slope (%)Side slopes (H:V)Manning's coefficient (n)Bottom width (m)Canal depth (m)
2.5 0.1 1.5:1 0.025 2.5 
II 2.5 0.1 1.5:1 0.025 2.5 
Table 2

Sluice-gate features (canal structures)

Number of control structure or checkpointGate discharge coefficientGate width (m)Gate height (m)Step (m)
0.61 5.0 2.5 0.6 
0.61 5.0 2.5 0.6 
Number of control structure or checkpointGate discharge coefficientGate width (m)Gate height (m)Step (m)
0.61 5.0 2.5 0.6 
0.61 5.0 2.5 0.6 
Table 3

Pump station/orifice offtake features (canal structures)

Number of control structure or checkpointDischarge coef./diameter orifice offtake (m)Orifice offtake height (m)Lateral spillway height (m)Lateral spillway width (m)/discharge coefficient
– – – – 
0.6/0.77 1.0 2.3 10/1.99 
Number of control structure or checkpointDischarge coef./diameter orifice offtake (m)Orifice offtake height (m)Lateral spillway height (m)Lateral spillway width (m)/discharge coefficient
– – – – 
0.6/0.77 1.0 2.3 10/1.99 

Close Modal

or Create an Account

Close Modal
Close Modal