We know that velocity variation,

No Explaination.

The correct match of the items in Group I with the items in Group II is

No Explaination.

Group I Group II

P. Hydrologic flood routing 1. Continuity equation

Q. Hydraulic flood routing 2. Momentum equation

3. Energy equation

The correct match is

No Explaination.

The seepage discharge (m^{3} /day per m) through the porous media at section PQ is

Flow is normal to bedding flame

Given discharge (Q) = 16 m

Bed slope (S) = 0.001

Manning‟s roughness coefficients (n) =0.012

g= 10m/s^{2}

Width (B) =4m

Channel is wide rectangular

Area (A) = B. y

Perimeter (P) =B

Hydraulic Radius (R) = A/P = By/B = y

No Explaination.

No Explaination.