If the normal discharge at a given state under steady uniform flow is 120 m3s. The rate of change of stage is 1.2 ms and the velocity of the flood wave 15 ms. The channel slope is 1 in 500, then the actual unsteady flow is:
A
180.64m3s
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B
207.85 m3s
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C
110.5m3s
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D
203.6 m3s
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Solution
The correct option is B 207.85 m3s
The normal discharge under steady and actual unsteady discharge is related as QmQn=√1+1VwS0dhdt
Where Qn= Normal discharge under steady condition. Qm= Actual discharge under steady condition. S0=Channel slope dhdt=Rateofchangeofstage. Vw=Velocity of the flood wave
Hence, Qm120=
⎷1+1300×1500×1.2 ⇒Qm120=√3 Qm=207.84m3s