GATE

The terminal velocity of a spherical particle in gravitational settling under Stokes’ regime varies

The terminal velocity of a spherical particle in gravitational settling under Stokes’ regime varies

Q. The terminal velocity of a spherical particle in gravitational settling under Stokes’ regime varies A. linearly with the particle diameter B. linearly with the viscosity of the liquid C. directly with the square of particle diameter D. inversely with the density of particle Ans: directly with the square of particle diameter

The terminal velocity of a spherical particle in gravitational settling under Stokes’ regime varies Read More »

A watch uses two electronic circuits (ECs). Each EC has a failure probability of 0.1 in one year of operation

A watch uses two electronic circuits (ECs). Each EC has a failure probability of 0.1 in one year of operation

Q. A watch uses two electronic circuits (ECs). Each EC has a failure probability of 0.1 in one year of operation. Both ECs are required for functioning of the watch. The probability of the watch functioning for one year without failure is (A) 0.99                      (B) 0.90                      (C) 0.81                      (D) 0.80 Ans: 0.81 

A watch uses two electronic circuits (ECs). Each EC has a failure probability of 0.1 in one year of operation Read More »

A 7.5 m wide two-lane road on a plain terrain is to be laid along a horizontal curve of radius 510 m

A 7.5 m wide two-lane road on a plain terrain is to be laid along a horizontal curve of radius 510 m

Q. A 7.5 m wide two-lane road on a plain terrain is to be laid along a horizontal curve of radius 510 m. For a design speed of 100 kmph, super-elevation is provided as per IRC: 73- 1980. Consider acceleration due to gravity as 9.81 m/s2. The level difference between the inner and outer edges

A 7.5 m wide two-lane road on a plain terrain is to be laid along a horizontal curve of radius 510 m Read More »

A schematic flow diagram of a completely mixed biological reactor with provision for recycling of solids

A schematic flow diagram of a completely mixed biological reactor with provision for recycling of solids

Q. A schematic flow diagram of a completely mixed biological reactor with provision for recycling of solids is shown in the figure. S0, S = readily biodegradable soluble BOD, mg/L Q, Qr, Qw = flow rates, m3/d X0, X, Xe, Xu = microorganism concentrations (mixed-liquor volatile suspended solids or MLVSS), mg/L The mean cell residence

A schematic flow diagram of a completely mixed biological reactor with provision for recycling of solids Read More »

At a small water treatment plant which has 4 filters the rates of filtration and backwashing are 200 m3/d/m2 and 1000 m3/d/m2

At a small water treatment plant which has 4 filters the rates of filtration and backwashing are 200 m3/d/m2 and 1000 m3/d/m2

Q. At a small water treatment plant which has 4 filters, the rates of filtration and backwashing are 200 m3/d/m2 and 1000 m3/d/m2, respectively. Backwashing is done for 15 min per day. The maturation, which occurs initially as the filter is put back into service after cleaning, takes 30 min. It is proposed to recover

At a small water treatment plant which has 4 filters the rates of filtration and backwashing are 200 m3/d/m2 and 1000 m3/d/m2 Read More »

A flocculation tank contains 1800 m3 of water, which is mixed using paddles at an average velocity gradient G of 100/s

A flocculation tank contains 1800 m3 of water, which is mixed using paddles at an average velocity gradient G of 100/s

Q. A flocculation tank contains 1800 m3 of water, which is mixed using paddles at an average velocity gradient G of 100/s. The water temperature and the corresponding dynamic viscosity are 30oC and 0.798×10-3 Ns/m2, respectively. The theoretical power required to achieve the stated value of G (in kW, up to two decimal places) is

A flocculation tank contains 1800 m3 of water, which is mixed using paddles at an average velocity gradient G of 100/s Read More »

Scroll to Top