Please solve it step by step. Thanks
Let mass flow rate from different pipes denoted by: m (kg/s)
Mass flow rate in from hot water pipe (kg/s) : m1
m1 = density × cross section area of pipe × velocity
m1 = 1000 ×π d1²/4 × V1
m1 = 1000 × π(0.210)²/4 × 3
m1 = 103.908177 kg/s
Mass flow rate in from cold water pipe : m2
m2 = density × Area × velocity
m2 = 1000 × πd2²/4 × v1
m2 = 1000 × π(0.180)²/4 × 5
m2 = 127.234502 Kg/s
Mass flow rate out from pipe 3 : m3
m3 = density × π× d3²/4 × v3
m3 = 1000 × π(0.200)²/4 × 8
m3 = 251.3274
Total mass flow rate in from pipe 1 and 2 is less than mass flow rate out from pipe 3 , so tank get empty as more water flow out than water flow in.
Rate of emptying tank(m) = m3 - (m1 + m2)
m = 251.3274 - (103.908177 + 127.234502)
m = 20.1847 kg/s
•In steady flow : property of flow does not change with respect to time at any perticular point. flow property remain constant under some assumption .
• pipes are friction less , no loss in pipes
• no effect of datum and pressure head conuted.
• no loss of energy during intermixing of hot and cold fluid.
• tank and exit pipe 3 , has same water temperature .
• height of water inside tank is sufficient to maintain flow condition.
Volume inside tank = area of tank × height of water in tank at that moment
Volume = π× D² / 4 × H
Volume = π× 1.2² /4 ×H
Height data is missing in qustion . Put the value and get volume inside tank.
Please solve it step by step. Thanks Consider the barrel shown below. All water here has...
Please post EEs code and handwork The multi-pipe system shown below aims to distribute water (p = 1000 kg/m3 and u = 0.00089 Pa.s) to three tanks at different elevations ZA ZB, and ZC of 101,30, and 55, respectively by means of gravity. All of the tanks are exposed to atmospheric pressure. Your task is to determine the elevation required in tank A (ZA) to deliver 1 m3/s (in pipe 1). In this project, the minor losses can be neglected...