A liquid of density 1.19 × 103 kg/m3 flows steadily through a pipe of varying diameter and height. At location 1 along the pipe the flow speed is 9.37 m/s and the pipe diameter is 11.5 cm. At location 2 the pipe diameter is 17.1 cm. At location 1 the pipe is 8.11 m higher than it is at location 2. Ignoring viscosity, calculate the difference between the fluid pressure at location 2 and the fluid pressure at location 1.

A liquid of density 1170 kg/m3 flows steadily through a pipe of varying diameter and height. At Location 1 along the pipe, the flow speed is 9.75 m/s and the pipe diameter d1 is 11.7 cm. At Location 2, the pipe diameter d2 is 16.3 cm. At Location 1, the pipe is Δy=8.87 m higher than it is at Location 2. Ignoring viscosity, calculate the difference ΔP between the fluid pressure at Location 2 and the fluid pressure at Location 1.

Water is flowing through a pipe with a constriction. The area of the narrow section is one-half the area of the wide section. If the velocity of the incompressible fluid is 3.2 m/s in the narrow section, then what is the velocity of the fluid in the wide section?   Multiple Choice   0.9 m/s   1.0 m/s   1.6 m/s   1.8 m/s   1.9 m/s

A liquid of density 1310 kg/m³ flows steadily through a pipe of varying diameter and height. At Location 1 along the pipe, the flow speed is 9.61 m/s and the pipe diameter di is 10.1 cm. At Location 2, the pipe diameter d₂ is 17.9 cm. At Location 1, the pipe is Ay = 9.19 m higher than it is at Location 2. Ignoring viscosity, calculate the difference AP between the fluid pressure at Location 2 and the fluid pressure at Location 1. AP= Pa Location 1 z Ay Location 2 d₂

A liquid of density 1290 kg/m³ flows steadily through a pipe of varying diameter and height. At Location 1 along the d, pipe, the flow speed is 9.37 m/s and the pipe diameter di is Location 1 12.5 cm. At Location 2, the pipe diameter d2 is 15.3 cm. At Location 1, the pipe is Ay = 9.75 m higher than it is at Location 2. Ignoring viscosity, calculate the difference AP between the fluid pressure at Location 2 and the fluid Ay pressure at Location 1. Location 2 AP = Pa d,

A liquid of density 1350 kg/m3 flows steadily through a pipe of varying diameter and height. At Location 1 along the pipe, the flow speed is 9.83 m/s and the pipe diameter ?1 is 10.9 cm. At Location 2, the pipe diameter ?2 is 17.3 cm. At Location 1, the pipe is Δ?=9.47 m higher than it is at Location 2. Ignoring viscosity, calculate the difference Δ?between the fluid pressure at Location 2 and the fluid pressure at Location 1.

A typical pressure in a vein is 18 mm Hg. How high would you need to hang an IV bag so that the fluid enters the blood stream at this pressure? Assume the IV fluid has a density of 1000 kg/m3.     A nozzle with an area of 0.3 cm2 is attached to a garden hose with an area of 1.5 cm2. The flow rate through the nozzle is 0.12 L/s.What is the speed of the water in the hose in cm/s? (1 L= 1000 cm3) What is the speed of the water in the nozzle in cm/s? (1 L= 1000 cm3)

A liquid of density 1210 kg/m³ flows steadily through a pipe of varying diameter and height. At Location 1 along the pipe, d, the flow speed is 9.91 m/s and the pipe diameter d1 is 12.7 cm. At Location 2, the pipe diameter d2 is 17.3 cm. At Location 1 Location 1, the pipe is Ay = 9.39 m higher than it is at Location 2. Ignoring viscosity, calculate the difference AP between the fluid pressure at Location 2 and the fluid pressure at Location 1. Ay Location 2 AP = Ра d,

A level (horizontal) pipe contains a non-viscous, incompressible fluid with a density 1200 kg/m³ that is flowing steadily. At one position within the pipe, the pressure is 300 x 103 N/m2 and the speed of the flow is 20.0 m/s. At another position, the pressure is 200 x 103 N/m². What is the speed of the flow at this second position?

A liquid of density 1370 kg/m³ flows steadily through a pipe 7. of varying diameter and height. At Location 1 along the pipe, d, the flow speed is 9.83 m/s and the pipe diameter dị is 11.5 cm. At Location 2, the pipe diameter d2 is 16.9 cm. At Location 1 Location 1, the pipe is Ay = 9.65 m higher than it is at Location 2. Ignoring viscosity, calculate the difference AP between the fluid pressure at Location 2 and the fluid pressure Ду at Location 1. Location 2 AP = Ра d,