The most suitable section of a lined canal, is Triangular section with circular bottom for small canals None of these Trapezoidal section with rounded corners for large canals Both (a) and (b) TRUE ANSWER : ? YOUR ANSWER : ?
Meandering of a river generally occurs, in Boulder stage Delta stage Trough stage Rocky stage TRUE ANSWER : ? YOUR ANSWER : ?
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by B = 0.22 √(H + d) B = 0.55 √(H + d) B = 0.44 √(H + d) B = 0.33 √(H + d) TRUE ANSWER : ? YOUR ANSWER : ?
The most suitable material for the central impervious core of a zoned embankment type dam is coarse sand clay mixed with fine sand clay silty clay TRUE ANSWER : ? YOUR ANSWER : ?
Vertical drop fall is satisfactory for a height upto 3.5 m 0.5 m 5.0 m 1.5 m TRUE ANSWER : ? YOUR ANSWER : ?
Study the following statements.<br/>i) Levees are constructed parallel to river flow,<br/>ii) Spurs are constructed parallel to river flow,<br/>iii) Levees are constructed transverse to river flow,<br/>iv) Spurs are constructed transverse to river flow.<br/>The correct answer is (ii) and (iii) (i) and (iv) (i) and (ii) (iii) and (iv) TRUE ANSWER : ? YOUR ANSWER : ?
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 25 m3/sec 20 m3/sec 35 m3/sec 30 m3/sec TRUE ANSWER : ? YOUR ANSWER : ?
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that demand cannot be met by inflow reservoir was not full at the beginning None of these both (A) and (B) TRUE ANSWER : ? YOUR ANSWER : ?
Instantaneous unit hydrograph is a hydrograph of<br/>i) unit duration<br/>ii) unit rainfall excess<br/>iii) infinitely small duration<br/>iv) infinitely small rainfall excess<br/>The correct answer is (ii) and (iii) (iii) and (iv) (i) and (ii) (i)and(iv) TRUE ANSWER : ? YOUR ANSWER : ?
If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is D/2 D/5 D/3 D TRUE ANSWER : ? YOUR ANSWER : ?