Location at

Slope

Manning’s n

Discharge

Ec

Existing

Design

Existing

Design

Existing

Design

Existing

Design

HR

0.001

0.0012

0.049

0.02

4.351

18

-

-

17.52 km

0.0012

0.001

0.073

0.03

3.355

17

0.77

0.94

26.9 km

0.001

0.001

0.048

0.02

1.239

15

0.37

0.88

42.7 km

0.0008

0.001

0.026

0.017

0.536 + 0.2**

7.2 + 6.72*

0.59

0.93

Canal conveyance efficiency

0.17

0.77