Given the basic characteristics of the pumping line da linha de recalque (interd diiameter, celerity, extension, geometric head), of the pumping equipment (rotation, inertia WR²) and of the permanent regime (flow, total head losses, pump efficiency), calculates the extreme transient heads at the pump installation and a the pumping line midway.
Failed to load imageParmakian curves
Given the basic characteristics of the pumping line da linha de recalque (interd diiameter, celerity, extension, geometric head), of the pumping equipment (rotation, inertia WR²) and of the permanent regime (flow, total head losses, pump efficiency), calculates the extreme transient heads at the pump installation and a the pumping line midway.
Failed to load imageParmakian curves