A. Municipal flow
B. Dry weather flow
C. Waste water flow
D. Surface flow
A. E2 – E1
B. E2 / E1
C. E1 – E2
D. E1 / E2
A. Cohesive force
B. Capillary force
C. Tension force
D. Gravity force
A. Far from
B. Within
C. Below
D. Near
A. D0.64
B. D0.65
C. D0.66
D. D0.67
A. Perennial canals
B. Inundation canals
C. Non-perennial canals
D. Water shed canals
A. Silt grade, charge and slope
B. Channel dimensions
C. Sediment size
D. Silt amount and bed slope
A. Shear
B. Turning
C. Sinking
D. Buckling
A. 1.3
B. 1.4
C. 1.5
D. 1.6
A. Proportionally
B. flexibility
C. Sensitivity
D. Flow abili