formula:trialNo.DateDetermination of Discharge Thru a SiphonVol.Q=Q=AVt )P1P2+21=(√₂) ²29+²²2² +22rYtrial #2trial #3+= 75t = 5sY = 340mlV: 250mLthe table below I chow calculation please).1 H (m) 1TheoreticalActual+Discharge(s)+Discharge(L/₁)(V1)229h = 63.5cmtrial #1t= 10sV = 490 mLcomplete+time(s) Volume(ml)1%Difference

Given Data:h=83.5trail 1t=105v=490mltrail 2t=75v=340mltrail 3t=55v=250ml

Answered: Determination of Discharge Thru a…

Engineering

Civil Engineering

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 +

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

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

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