360809 What is the pressure energy of a liquid of mass \(m\) and density \(\rho\) ?

360810 Water is flowing with a velocity of \({2 {~m} / {s}}\) in a horizontal pipe where cross-sectional area is \({2 \times 10^{-2} {~m}^{2}}\) at pressure \({4 \times 10^{4} {~Pa}}\). The pressure (in \({P a}\) ) at cross-section of area \({0.01 m^{2}}\) will be

360811 An ideal liquid flows through the pipe, which is of uniform cross-section area. The speed \(V_{A}\) and \(V_{B}\), and pressure \(P_{A}\) and \(P_{B}\) at points \(A\) and \(B\) respectively are

360812 Determine the pressure difference \((\Delta P)\) in tube of non - uniform cross - sectional area as shown in figure. Given:
\({d_1} = 5\;cm,{v_1} = 4\;m/s,{d_2} = 2\;cm\)

360813 Bernoulli's theorem is applicable in the case of

360809 What is the pressure energy of a liquid of mass \(m\) and density \(\rho\) ?

360810 Water is flowing with a velocity of \({2 {~m} / {s}}\) in a horizontal pipe where cross-sectional area is \({2 \times 10^{-2} {~m}^{2}}\) at pressure \({4 \times 10^{4} {~Pa}}\). The pressure (in \({P a}\) ) at cross-section of area \({0.01 m^{2}}\) will be

360811 An ideal liquid flows through the pipe, which is of uniform cross-section area. The speed \(V_{A}\) and \(V_{B}\), and pressure \(P_{A}\) and \(P_{B}\) at points \(A\) and \(B\) respectively are

360812 Determine the pressure difference \((\Delta P)\) in tube of non - uniform cross - sectional area as shown in figure. Given:
\({d_1} = 5\;cm,{v_1} = 4\;m/s,{d_2} = 2\;cm\)

360813 Bernoulli's theorem is applicable in the case of

360809 What is the pressure energy of a liquid of mass \(m\) and density \(\rho\) ?

360810 Water is flowing with a velocity of \({2 {~m} / {s}}\) in a horizontal pipe where cross-sectional area is \({2 \times 10^{-2} {~m}^{2}}\) at pressure \({4 \times 10^{4} {~Pa}}\). The pressure (in \({P a}\) ) at cross-section of area \({0.01 m^{2}}\) will be

360811 An ideal liquid flows through the pipe, which is of uniform cross-section area. The speed \(V_{A}\) and \(V_{B}\), and pressure \(P_{A}\) and \(P_{B}\) at points \(A\) and \(B\) respectively are

360812 Determine the pressure difference \((\Delta P)\) in tube of non - uniform cross - sectional area as shown in figure. Given:
\({d_1} = 5\;cm,{v_1} = 4\;m/s,{d_2} = 2\;cm\)

360813 Bernoulli's theorem is applicable in the case of

360809 What is the pressure energy of a liquid of mass \(m\) and density \(\rho\) ?

360810 Water is flowing with a velocity of \({2 {~m} / {s}}\) in a horizontal pipe where cross-sectional area is \({2 \times 10^{-2} {~m}^{2}}\) at pressure \({4 \times 10^{4} {~Pa}}\). The pressure (in \({P a}\) ) at cross-section of area \({0.01 m^{2}}\) will be

360811 An ideal liquid flows through the pipe, which is of uniform cross-section area. The speed \(V_{A}\) and \(V_{B}\), and pressure \(P_{A}\) and \(P_{B}\) at points \(A\) and \(B\) respectively are

360812 Determine the pressure difference \((\Delta P)\) in tube of non - uniform cross - sectional area as shown in figure. Given:
\({d_1} = 5\;cm,{v_1} = 4\;m/s,{d_2} = 2\;cm\)

360813 Bernoulli's theorem is applicable in the case of

360809 What is the pressure energy of a liquid of mass \(m\) and density \(\rho\) ?

360810 Water is flowing with a velocity of \({2 {~m} / {s}}\) in a horizontal pipe where cross-sectional area is \({2 \times 10^{-2} {~m}^{2}}\) at pressure \({4 \times 10^{4} {~Pa}}\). The pressure (in \({P a}\) ) at cross-section of area \({0.01 m^{2}}\) will be

360811 An ideal liquid flows through the pipe, which is of uniform cross-section area. The speed \(V_{A}\) and \(V_{B}\), and pressure \(P_{A}\) and \(P_{B}\) at points \(A\) and \(B\) respectively are

360812 Determine the pressure difference \((\Delta P)\) in tube of non - uniform cross - sectional area as shown in figure. Given:
\({d_1} = 5\;cm,{v_1} = 4\;m/s,{d_2} = 2\;cm\)

360813 Bernoulli's theorem is applicable in the case of