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Home⇒ Engineering⇒
Water resource engg irrigation hydrology
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q1 ⇒ The coefficient of uniformity for slows and
filters is 1.75 [other wrong options] [Discuss in forum] 1.35 1.55 2.05 |
Q2 ⇒ If A is the area of the surface, x is the depth of its C.G. from the surface of the water and ω is the density of water, then. all the above. [other wrong options] [Discuss in forum] total pressure on the surface is equal to ω x depth of the point at which total pressure acts is equal to its moment of inertia divided by A x depth of the centre of pressure is 2/3H vertically below the surface |
Q3 ⇒ The required percentage of total water
available for washing the filter of slow sand
filter is 0.2 to 0.5% [other wrong options] [Discuss in forum] 2 to 4% 0.2 to 4% Zero% |
Q4 ⇒ In a syphon aqueduct. canal passes over the drainage and H.F.L. of the drainage is above the bottom of the canal trough [other wrong options] [Discuss in forum] drainage passes over the canal and F.S.L. of the canal is below the bottom of the drainage trough drainage passes over the canal and F.S.L. of the canal is above the bottom of the drainage troug canal passes over the drainage and H.F.L. of the drainage is below the bottom of the canal trough. |
Q5 ⇒ The void spaces in the filtering material act
like Tiny settling basins [other wrong options] [Discuss in forum] Drain Inlet Outlet |
Q6 ⇒ According to Lacey, in regime conditions. both (a) and (b) [other wrong options] [Discuss in forum] silt is kept in suspension by vertical components of eddies entire cross-section of the channel is generated at all points by the forces normal to the wetted perimeter neither (a) nor (b). |
Q7 ⇒ Most commonly used section in the grade
aqueduct is Rectangular [other wrong options] [Discuss in forum] Circular Parabolic All of these |
Q8 ⇒ The total count of bacteria in potable water
should not exceed 10 per c.c. [other wrong options] [Discuss in forum] 10000 per c.c. 1000 per c.c. 100 per c.c. |
Q9 ⇒ The permissible amount of nitrites present in
potable water is Nil [other wrong options] [Discuss in forum] 5 ppm 10 ppm 20 ppm |
Q10 ⇒ The permissible pH value for public supply
water is between 6.5 to 8.5 [other wrong options] [Discuss in forum] 4.5 to 5.5 5.5 to 6.5 8.5 to 10.5 |
Q11 ⇒ Maximum consumption of water is noticed
in Paper factory [other wrong options] [Discuss in forum] Steel plant Automobile industry Foundary |
Q12 ⇒ The specific retention is least in Coarse gravel [other wrong options] [Discuss in forum] Sand Clay Silt |
Q13 ⇒ Run off can be estimated by Any of the above [other wrong options] [Discuss in forum] Infiltration method Unit hydrograph Rational method |
Q14 ⇒ A line joining places of equal rainfall depth in
a given duration is known as Isohyet [other wrong options] [Discuss in forum] Isogonic line Wet contour None of the above |
Q15 ⇒ Best method of assessment of irrigation water
is Volumetric rate [other wrong options] [Discuss in forum] Crop rate Betterment levy Seasonal rate |
Q16 ⇒ Delta of a crop means Depth of water required by the crop [other wrong options] [Discuss in forum] Area under the crop Crop period None of these |
Q17 ⇒ Common methods of depth measurement
are (A), (B) and (C) are correct [other wrong options] [Discuss in forum] Sounding rod Echo-sounder Lead line |
Q18 ⇒ Gravity dam is most suitable when foundation
is Strong [other wrong options] [Discuss in forum] Weak With heavy over burden None of these |
Q19 ⇒ Main canal takes-off from Both (B) and (C) [other wrong options] [Discuss in forum] A regulator A river A reservoir |
Q20 ⇒ Extreme condition of the meander is called Cut-off [other wrong options] [Discuss in forum] Spur Island None of these |
Or |