Flow over rectangular weir: b = 0.06 m, datum height ho = 27 mm volume collected (L) time to collect (s) Water level h (mm) Height above the notch (m) Qa (m³/s) Qt (m³/s) Cd 5 20 41
Flow over rectangular weir: b = 0.06 m, datum height ho = 27 mm volume collected (L) time to collect (s) Water level h (mm) Height above the notch (m) Qa (m³/s) Qt (m³/s) Cd 5 20 41
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Flow over V-notch weir: 0 = 90°, datum height ho = 8.5 mm
volume
time to
Water level h
collected (L) collect (s)
(mm)
Height above
the notch H (m)
Qa (m³/s)
Qt (m³/s)
Cd
6
15
Flow over rectangular weir: b = 0.06 m, datum height ho = 27 mm
volume
collected (L)
5
time to
collect (s)
20
Water level h
(mm)
41
Height above
the notch (m)
Qa (m³/s)
Qt (m³/s)
Cd](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F39082f53-33f3-4d66-ae55-65da5570ed4a%2Ff11c40d7-90b0-4b6a-873e-df3ff9ed147d%2Fxe4fwmw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Flow over V-notch weir: 0 = 90°, datum height ho = 8.5 mm
volume
time to
Water level h
collected (L) collect (s)
(mm)
Height above
the notch H (m)
Qa (m³/s)
Qt (m³/s)
Cd
6
15
Flow over rectangular weir: b = 0.06 m, datum height ho = 27 mm
volume
collected (L)
5
time to
collect (s)
20
Water level h
(mm)
41
Height above
the notch (m)
Qa (m³/s)
Qt (m³/s)
Cd
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