Effective Flow
Q = v / A
Q - flow
v - average flow velocity
A - cross-sectional area flowed through
Q = v / A
Q - flow
v - average flow velocity
A - cross-sectional area flowed through
Decisive for the design is the expected wastewater discharge.
Read moreThe precipitation values are climatically conditioned and regionally very different. Depending on their frequency, the rainfall donations that occur are differentiated into:
Read moreThe pumping performance of a centrifugal pump is expressed in the form of an H-Q curve, depicting the Flow Q (e.g. in m³/h) and the Head H (e.g. in m) of the pump.
Read moreThe system H-Q curve depicts the dependency of the total head Hsystem on the Flow Q.
Read moreThe system H-Q curve is essentially a parabolic curve representing the relation between the head (pressure) required to handle the respective rate of flow within a pipe system.
Read moreGerman standards DIN 24260, Pt.1 define the operating point (also working point) as the “intersection of the pump H-Q and the system H-Q curves.
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