I am designing a pump system for slurry which is a mixture of water, clay, and sand. The slurry has Specific gravity (Sg) 1.5. The manufacturer says that we don't have to calculate the Total Dinamic Head (TDH) affected by 1.5 due that the pump itself assume that difference: The head in meters of...
I just started in a new company found that they have an old version of Microstation (J). I asked why so knowing that new V8 version is more suitable. The Cad manager argument is that this new version has problems with PDS program in which most of the projects are running with. The question is...