Irrigation Engineering The sinuosity of a meander is the ratio of None of these Meander length and the width of meander Meander length and half width of the river Curved length and the straight distance None of these Meander length and the width of meander Meander length and half width of the river Curved length and the straight distance ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Lacey's theory Kennedy's theory Gibb's theory Lindlay theory Lacey's theory Kennedy's theory Gibb's theory Lindlay theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by None of these total rainfall direct runoff volume period of storm None of these total rainfall direct runoff volume period of storm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is N/(m+l) (N+l)/m m/N m/(N+l) N/(m+l) (N+l)/m m/N m/(N+l) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be 20 m3/sec 30 m3/sec 25 m3/sec 35 m3/sec 20 m3/sec 30 m3/sec 25 m3/sec 35 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Lacy's regime condition is obtained if Silt charge in the channel is variable Discharge in the channel is variable Channel flows in unlimited, incoherent alluvium of the same character as that transported material Silt grade in the channel is variable Silt charge in the channel is variable Discharge in the channel is variable Channel flows in unlimited, incoherent alluvium of the same character as that transported material Silt grade in the channel is variable ANSWER DOWNLOAD EXAMIANS APP
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