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The St Venant equations for unsteady openchannel flow are
In routing a flood through a reach, the point of intersection of inflow and outflow hydrographs coincides with the peak of outflow hydrograph
Which of the following is a proper reservoirrouting equation?
The Muskingum method of flood routing assumes the storage S is related to inflow rate I and outflow rate Q of a reach as S =
The Muskingum method of flood routing gives Q_{2} = C_{0}I_{2} + C_{1}I_{1} + C_{2}Q_{1}. The coefficients in this equation will have values such that
The Muskingum channel routing equation is written for the outflow from the reach Q in terms of the inflow I and coefficients C_{0}, C_{1} and C_{2} as
In the Muskingum method of channel routing the routing equation is written as Q_{2} = C_{0}I_{2} + C_{1}I_{1} + C_{2}Q_{1}. If the coefficients K = 12 h and x = 0.15 and the time step for routing Δt = 4 hr, the coefficient C_{0} is
31 docs280 tests

31 docs280 tests
