Design across Section of Carying Q = 1-8 m /sec Design by using clayly soil...
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Design across Section of Carying Q = 1-8 m ³ /sec Design by using clayly soil channel S = 20 cm km, n = 0·015. factor. a a section Z=1 V=0.9 m/s Design across Section of Carying Q = 1-8 m ³ /sec Design by using clayly soil channel S = 20 cm km, n = 0·015. factor. a a section Z=1 V=0.9 m/s
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GIVEN 1 Discharge Q18m 3 s 2 Mannings roughness coefficient n 0015 3 Slope S 20 cmkm20100000000... View the full answer
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