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Rectangular Keskin Kenarli Savak Flow Rate Analysis - Saha Altyapisi Belirli Hacmin Savaktan Gecis Suresi Calculator
Country-neutral calculator for Rectangular Keskin Kenarli Savak Flow Rate Analysis - Saha Altyapisi Belirli Hacmin Savaktan Gecis Suresi.
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m³
m
m
Estimated result
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Guide
How to use this calculator
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Reviewed calculation details
Rectangular Keskin Kenarli Savak Flow Rate Analysis - Saha Altyapisi Belirli Hacmin Savaktan Gecis Suresi Calculator: method and worked example
What the calculation does
Constant-head volume/flow approximation t=V/Q/3600 hours. This is not a time-varying drawdown simulation.
Example using the prefilled values
Inputs: V=1000 m³, Cd=0.62, b=1.2 m, H=0.35 m (evaluate using the calculator above).
How to interpret the result
Constant-head volume/flow approximation t=V/Q/3600 hours. This is not a time-varying drawdown simulation.
Assumptions and limitations
Sharp-crested, free and aerated rectangular weir with head measured over crest; Cd is geometry/installation dependent. Submergence, approach velocity, side contractions and effective head corrections are not solved. SI output; 9.80665 m/s².
Input
Inputs used by this calculator
Review the values and units used by this calculator before calculating.
Water volumem³Discharge coefficient CdWeir crest widthmEffective upstream headm