hi,could you tell me how to approach the problem given below analtically,
Consider a pipe network which has 2 inlets and 2 outlets like 'X' tilted 900. flow from tow inlets comming and joining at the junction point and divided into two different flows and ends at two different outlets.
Known values are 2 inlets pressures and 2 outlet pressures.Assume your own pipe geomentries ie. the pipe parameters are known and fluid is water.
kindly help,
thanks