Em uma estação elevatória de água tratada eleva 144 m³/h de água para um reservatório o através de uma tubulação de Ferro Fundido (C = 130) com 2000 m de comprimento e 200 mm de diâmetro. Determine a perda de carga total (Contínua + localizada). Utilize ambos os 2 métodos de determinação da perda de carga localizada ( Método de Borda e o Método do Comprimento Equivalente ). Peças especiais no recalque Registro de gaveta 1 unidade Válvula de retenção 1 unidade Curva de 90º 2 unidades Curva de 45º 3 unidade​

Explanation:

The frictional resistance of the various pipes are given by the

K value in the table which may be used with the formula

hf = KQ2

to relate the magnitude of head loss hf in the pipeline

to the volumetric flow rate, Q. Water is drawn at the constant flow

rates from the network at nodes C and D. The static heads

(elevation + pressure head) at nodes B, C and D are 100m, 65m

and 61m respectively above the local datum. Calculate the

discharges at C and D and the water level in reservoir A. (The

data has been added to the diagram to aid the solution)

Use no more than 3 iterations and 3 significant figures.

Explanation:

that is porchugis i think mass

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