Calculations
Parshall flume selection (Life Saneamento)
Default

Input data

Flow

Output data

Minimum Parshall size

k minimum

n minimum

Velocity gradient of the minimum size

Intermediary Parshall size

k intermediary

n intermediary

Velocity gradient of the intermediary size

Maximum Parshall size

k maximum

n maximum

Velocity gradient of the maximum size

Description

Given the flow, selects the Parshall size. In some cases, it indicates up to three possibilities. It shows the values for k and n of the equation 𝑄=𝑘𝐻𝑛 𝑄=𝑘⋅𝐻^𝑛, for each case (metric units), as well as the corresponding velocity gradient.

Parshall Life Saneamento

Parshall dimensions table

W (in or ft)W (cm)ABCDEFGKN
1”2.536.335.69.316.822.97.620.31.92.9
3”7.646.645.717.825.938.115.230.52.55.7
6”15.262.16139.440.345.730.5617.611.4
9”22.98886.438.157.56130.545.77.611.4
1’30.5137.1134.46184.576.26191.57.622.9
1,5’45.7144.814276.2102.691.56191.57.622.9
2’61152.3149.391.5120.791.56191.57.622.9
3’91.5167.5164.2122157.291.56191.57.622.9
4’122182.8179.2152.5193.891.56191.57.622.9
5’152.5198194.1183230.391.56191.57.622.9
6’183213.3209213.5266.791.56191.57.622.9
7’213.5228.622424430391.56191.57.622.9
8’244244239274,534091.56191.57.622.9
10’305274.5260.8366475.912291.518315.334.3

Source: AZEVEDO NETTO, J. M. de; FERNANDEZ Y FERNANDEZ, Miguel. Manual de hidráulica, 9.ed. São Paulo: Blucher, 2015.


Note:

The value of velocity gradient must be verified through hydraulic calculations. It was obtained using the following expression::

G=1000𝑄0.7𝑊1.2G = 1000⋅ \frac{𝑄^{0.7}}{𝑊^{1.2}}

Source: (Vianna, Marcos R. Hidráulica aplicada às estações de tratamento de água. 6. ed. Belo Horizonte: Bloom, 2019);

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References

  • Parlatore, A. C. Mistura e floculação. In: CETESB. Técnica de abastecimento e tratamento de água. Vol. II. São Paulo:CETESB, 1974.