Determination of Discharge Thru a Siphon Vol . Q=AV ti P1 P2 +21=(√₂)² 29 + B2² + Z2 r Y Formula: Q= _(V1)2 29 +
Determination of Discharge Thru a Siphon Vol . Q=AV ti P1 P2 +21=(√₂)² 29 + B2² + Z2 r Y Formula: Q= _(V1)2 29 +
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![formula:
trial
No.
Date
Determination of Discharge Thru a Siphon
Vol
.
Q=
Q=AV
t )
P1
P2
+21=(√₂) ²
29
+²²2² +22
r
Y
trial #2
trial #3
+= 75
t = 5s
Y = 340ml
V: 250mL
the table below I chow calculation please).
1 H (m) 1
Theoretical
Actual
+
Discharge
(s)
+
Discharge
(L/₁)
(V1)2
29
h = 63.5cm
trial #1
t= 10s
V = 490 mL
complete
+
time(s) Volume
(ml)
1
%
Difference](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F648bd7a8-22ea-4aea-a94c-83a1c3f1316b%2F78f0d542-5041-4b13-ae33-c5f3f01e46f5%2Fwt59yi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:formula:
trial
No.
Date
Determination of Discharge Thru a Siphon
Vol
.
Q=
Q=AV
t )
P1
P2
+21=(√₂) ²
29
+²²2² +22
r
Y
trial #2
trial #3
+= 75
t = 5s
Y = 340ml
V: 250mL
the table below I chow calculation please).
1 H (m) 1
Theoretical
Actual
+
Discharge
(s)
+
Discharge
(L/₁)
(V1)2
29
h = 63.5cm
trial #1
t= 10s
V = 490 mL
complete
+
time(s) Volume
(ml)
1
%
Difference
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