[" A cylindrical tank having cross sectional area "A=5.0m^(2)" is "],[" filled with two liquids of density "rho_(1)=900kgm^(-3)" and "rho_(2)=600],[kgm^(-3)" to height "h=60cm" each as shown in figure.A small "],[" hole having area "a=5cm^(2)" is made in right vertical wall at a "],[" height "y=20cm" from the bottom.Calculate velocity of efflux "],[(inm/s)]

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids (Take g = 10 ms^(-2) ). The velocity of efflux is

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids ( ake g = 10 ms^(-2) ). The velocity of efflux is

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids ( ake g = 10 ms^(-2) ). The velocity of efflux is

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids ( ake g = 10 ms^(-2) ). The velocity of efflux is

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids ( ake g = 10 ms^(-2) ). The horizontal force required to keep the cylinder in static equilibrium, on a smooth horizontal plane is

A cylindrical tank having cross-sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)=900 kg m^(-3) and rho_(2)=600 kgm^(-3) , to a height h=60cm each as shown in the figure. A small hole having area a=5cm^(2) is made in right vertical wall at a height y = 20 cm from the bottom. A horizontal force F is applied on the tank to keep it in static equilibrium. The tank is lying on a horizontal surface. Neglect mass of the cylindrical tank in comparison to mass of the liquids ( ake g = 10 ms^(-2) ). (i) horizontal force F to keep the cylinder in static equilibrium, if it is placed on a smooth horizontal plane and (ii) minimum and maximum values of F to keep the cylinder in static equilibrium, if coefficient of friction between the cylinder and the plane is µ = 0.01. (g = 10 ms –2 )

A cylinderical tank having cross sectional area ^^=0.5m^(2) is filled liquids of densities rho_(1)=900kgm^(3)&rho_(2)=600kgm^(3) to a height h=60cm as shown in the figure a small hole having area a=5cm^(2) is made in right vertical wall at a height y=20cm from the bottom calculate. (i). velocity of efflux (ii). horizontal force F to keep the cylinder in static equilibrium if it is placed on a smooth horizontal plane

A cylinderical tank having cross sectional area ^^=0.5m^(2) is filled liquids of densities rho_(1)=900kgm^(3)&rho_(2)=600kgm^(3) to a height h=60cm as shown in the figure a small hole having area a=5cm^(2) is made in right vertical wall at a height y=20cm from the bottom calculate. (i). velocity of efflux (ii). horizontal force F to keep the cylinder in static equilibrium if it is placed on a smooth horizontal plane (iii). minimum and maximum value of F to keep the cylinder at rest. The coefficient of friction between cylinder and the plane is mu=0.1 (iv). velocity of the top most layer of the liquid column and also the velocity of the boundary separating the two liquids.

A cylindrical tank having cross - sectional area A = 0.5 m^(2) is filled with two liquids of density rho_(1)= 900 " kg "m^(-3) and rho_(2) = 600 " kg "m^(-3) , to a height h = 60 cm^(2) each.A small hole having area a=5 cm^2 is made in right vertical wall at a height y = 20 cm from the bottom . A horizontal force F is applied on the tank to keep it in static equilibrium . The tank is lying on a horizontal surfaces . Neglect mass of cylindrical tank camparison to mass of liquids ( take g = 10 ms^(-2) ) Horizontal force F to keep the cylinder in static equilibrium , if it is placed on a smooth horizontal thrust exerted by fluid jet . But that is equal to mass flowing per second xx change in velocity of this mass :. " " F = (avrho) (v-0) = a rho v^(2) or F = 7.2 N