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				| 1. | Estimate the discharge through a triangular channel having depth 7m and side slope 1H:5V in which the bed slope is 1 in 1000. Manning’s co efficient = 0.03. | 
| A. | 8.07m3⁄s | 
| B. | 9.07m3⁄s | 
| C. | 10.07m3⁄s | 
| D. | 11.07m3⁄s | 
| Answer» B. 9.07m3⁄s | |