CE 2200 Chapter : 5Solution05
Document Summary
Data show that the pressure coefficient at the rearward pressure tap is -0. 3. Water with a density of 1000 kg/m3 flows in the pipe. Step-1: problem statement: find the velocity in the pipe. Step-3: assumptions and approximations: water is assumed incompressible and the flow is steady state. C will be used to find the velocity in the pipe. Step-5: properties: water with a density of 1000 kg/m3 will be used for this problem. By the bernoulli equation, it follows that the pressure coefficient at the stagnation point. We are given the pressure coefficient at point 2, as well as the pressure difference between points 1 and 2. Subtracting the pressure coefficient at point 2 will give the velocity in terms of the pressure difference between points 1 and 2. The pressure coefficient at point 2 is: h o. Using the definition of the piezometric head, h p z and the definition of specific.
