Correct Answer - Option 4 : 1
Concept:
A common method of Hydrologic channel routing is Muskingum method, in which the channel storage in a reach is expressed as a function of both inflow and outflow discharge.
S = k [x Im – (1 - x)Qm]
Where, s = Storage in a channel reach
I = Inflow Discharge
Q = Outflow Discharge
k → Coefficient known as storage time coefficient. It was unit of time, it is approx. equal to time of travel of flood wave through the channel reach.
x → Weightage factor. Its range series from 0 to 0.5
- For naturally occurring channels m = 1, Hence the equation becomes
S = k [x I – (1 - x)Q]
- For x = 0, storage is only a function of outflow discharge. Such reservoirs are also known as Linear Reservoir.
Muskingum model of routing a flood through a stream reach is expressed as
O2 = K0I2 + K1I1 + K2O1
where K0, K1and K2 = Routing coefficients for the concerned reach
I1 and I2 = Inflows to the reach 1 and 2
O1 and O2 = Outflows from the reach 1 and 2
K0 + K1 + K2 = 1.0