Obliczenia przewodów odpływowych kanalizacji sanitarnej |
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Odc. |
L [m] |
AWS na odc. |
AWS od początku |
qs [dm3/s] |
i [%] |
d [m] |
Δh=i*L [m] |
Rzędna początk. |
Rzędna końc. |
Q0 [dm3/s] |
V0 [m/s] |
Q1 [dm3/s] |
V1 [m/s] |
β [-] |
h/D [-] |
hrz [m] |
α [-] |
Vrz [m/s] |
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Obliczenia przewodów odpływowych kanalizacji deszczowej |
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Odc. |
L [m] |
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qd [dm3/s] |
i [%] |
d [m] |
Δh=i*L [m] |
Rzędna początk. |
Rzędna końc. |
Q0 [dm3/s] |
V0 [m/s] |
Q1 [dm3/s] |
V1 [m/s] |
β [-] |
h/D [-] |
hrz [m] |
α [-] |
Vrz [m/s] |
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