1. as illustrated below: atm H P Consider a cylindrical vessel filled with sand and water at different level atm Case A Packed Bed of Sand [2] atm [1] 0.75H P atm Case B H= 5.18 [m]; water= 1000 [kg/m³]; Patm = 101325 [Pa] Packed Bed of Sand [2] atm [1] 05H P atm Case C Packed Bed of Sand D = 1.0 [m]; dp= 1.0 [mm]; [2] [1] 10.25H P Case D In the graph below, sketch how the volumetric flow rate Q [m³/s] is changing with the water level in the packed bed at H; 0.75H; 0.50H; and 0.25H. Please label the y- axis. Data: [2] [1] Uwater= 0.001 [kg/ms]; = 0.40;

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please show all work with units

Q[m³/s]
H
Case A
0.75 H
Case B
Water level in the packed bed
0.50 H
Case C
0.25 H
Case D
Transcribed Image Text:Q[m³/s] H Case A 0.75 H Case B Water level in the packed bed 0.50 H Case C 0.25 H Case D
1.
as illustrated below:
P
H
Consider a cylindrical vessel filled with sand and water at different level
P
Case A
10
FRI
[2]
P
Packed Bed
of Sand
[1]
atm
0.75H
P
Case B
10
Rh
H= 5.18 [m];
water 1000 [kg/m³];
Patm = 101325 [Pa]
Packed Bed
of Sand
[2]
P
[1]
0.SH
P
atm
Case C
10
FRE
D = 1.0 [m];
dp= 1.0 [mm];
P
Packed Bed
of Sand
[2]
[1]
10.25 H
P
Case D
10
[2]
[1]
In the graph below, sketch how the volumetric flow rate Q [m³/s] is changing with the
water level in the packed bed at H; 0.75H; 0.50H; and 0.25H. Please label the y-
axis.
Data:
g
Uwater= 0.001 [kg/ms];
e = 0.40;
Transcribed Image Text:1. as illustrated below: P H Consider a cylindrical vessel filled with sand and water at different level P Case A 10 FRI [2] P Packed Bed of Sand [1] atm 0.75H P Case B 10 Rh H= 5.18 [m]; water 1000 [kg/m³]; Patm = 101325 [Pa] Packed Bed of Sand [2] P [1] 0.SH P atm Case C 10 FRE D = 1.0 [m]; dp= 1.0 [mm]; P Packed Bed of Sand [2] [1] 10.25 H P Case D 10 [2] [1] In the graph below, sketch how the volumetric flow rate Q [m³/s] is changing with the water level in the packed bed at H; 0.75H; 0.50H; and 0.25H. Please label the y- axis. Data: g Uwater= 0.001 [kg/ms]; e = 0.40;
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