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				| 1. | Calculate the discharge through a triangular channel having a normal depth of 4m, wetted area equalling to 8m2 and having side slope and bed slopes 1/2 and 1 in 500 respectively. C = 40? | 
| A. | 13.54 m<sup>3</sup>/s | 
| B. | 14.54 m<sup>3</sup>/s | 
| C. | 15.54 m<sup>3</sup>/s | 
| D. | 16.54 m<sup>3</sup>/s | 
| Answer» B. 14.54 m<sup>3</sup>/s | |