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Orifice plateParshall flumeCelerity in pipes filled with waterManometric headEstimated powerJunção 45° que cede água

Given the flow

Coefficient

Performs head losses calculations in in 45° junction with lateral outflow. There are two options:

Given the incoming flow, the lateral outcoming flow and the main pipe and junction diameters, calculates the head losses in the main flow and in the lateral flow.

Given the main pipe and the lateral diameters, calculates the head losses coeficients corresponding to the expressions ℎf = k.U2/2g and $hf = k.\frac{U^2}{2g}$ e $hf = kQ.Q^2$ for the main and lateral flows.

Performs head losses calculations in in 45° junction with lateral outflow. There are two options:

Given the incoming flow, the lateral outcoming flow and the main pipe and junction diameters, calculates the head losses in the main flow and in the lateral flow.

Given the main pipe and the lateral diameters, calculates the head losses coeficients corresponding to the expressions ℎf = k.U2/2g and $hf = k.\frac{U^2}{2g}$ e $hf = kQ.Q^2$ for the main and lateral flows.

- Silvestre, Paschoal. Hidráulica geral. Rio de Janeiro, LTC, 1979.