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				| 1. | The perimeter of a circular channel section is 18.84m, calculate the discharge through the channel when it is running full having a bed slope of 1 in 1500 and C = 60. | 
| A. | 53.62 m3/s | 
| B. | 63.62 m3/s | 
| C. | 73.62 m3/s | 
| D. | 83.62 m3/s | 
| Answer» B. 63.62 m3/s | |