end of day commit - working on turbine class
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untertweng.txt
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20
untertweng.txt
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L = 535 m dn 800 mm
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478 m dn 1000 mm
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Ersatzdurchmesser
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h_pipe
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h 851.78 Pegel + Leitungsgefälle
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Leitungsgefälle: 113
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Fläche 4.25x10.5 + 30m² = 74 m²
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Pegelminimum: 851.18 m
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Unterwasserpegel 738.56
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Gesamtfallhöhe = 851.78-738.56
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Rohrreibung: 0.014 f_D = lambda
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c = 500 m/s
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Q_0 = 100%*0.75+30%*0.75
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Q_extrem = 30%*0.75
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