Date Determination of Discharge Using a Venturi Meter tamula: Vol. %3D も PZ 29 trial #1 trial #2 H 290mm trial H3 H, 240 mm 190m %3D He = So mm 6T mm He 40mm し= い 26.15 S 32.315 34.33s complete table below I provide soluhion please) the Actual #t tut Theorehical Votume Fime Trial + (mm) (mm) Discharge t Dichaget Ct + 2 ろ
Date Determination of Discharge Using a Venturi Meter tamula: Vol. %3D も PZ 29 trial #1 trial #2 H 290mm trial H3 H, 240 mm 190m %3D He = So mm 6T mm He 40mm し= い 26.15 S 32.315 34.33s complete table below I provide soluhion please) the Actual #t tut Theorehical Votume Fime Trial + (mm) (mm) Discharge t Dichaget Ct + 2 ろ
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![No.
Date.
Determination of
Discharge Using a Venturi Meter
Formula: G o
Vol
29
Ge
trial #1
Hi
He
trial #2
H 290mm
trial H3
Hi =
240 mm
190m
%3D
50 mm
He
40mm
し=
26.15 S
32.31s
34.335
complete the
table below ( provide soluhion please)
valume!
Actual
Theore tical
Discharge t Drischaget C
#t
Fime
Trial
+
(mm)
+
(mm)
2
3
CS Scanned with CamScanner](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4e4989e0-5b83-435f-bf77-f2e16268e3b1%2F65b435a2-4517-479b-92ef-2712c7f6cc30%2Flkm17yc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:No.
Date.
Determination of
Discharge Using a Venturi Meter
Formula: G o
Vol
29
Ge
trial #1
Hi
He
trial #2
H 290mm
trial H3
Hi =
240 mm
190m
%3D
50 mm
He
40mm
し=
26.15 S
32.31s
34.335
complete the
table below ( provide soluhion please)
valume!
Actual
Theore tical
Discharge t Drischaget C
#t
Fime
Trial
+
(mm)
+
(mm)
2
3
CS Scanned with CamScanner
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