Problem II. Frictionless, incompressible, one dimensional flow of the water passes through the horizontal tee-connection sketched in Figure II. Each pipe has an inside diameter of Im. Section (2) Q3= 10m³/s y (n) (d) (0) (b) (9) P3A3 P242 tcinCH Section (1) Vi= 6m/s P 200 kPa PIAI SA taloLis su t or ai teW Figure II (d) (b) Question 6: Which equation represents the horizontal x-direction component of the linear momentum? (a) R = P,-V,pQ, 4 9)goteig no amtan ee (b) R = P,- 4 (c) R = P,+V,pQ, 4 (d) R, = P,-V,pQ: 4 (e) none of the above
Problem II. Frictionless, incompressible, one dimensional flow of the water passes through the horizontal tee-connection sketched in Figure II. Each pipe has an inside diameter of Im. Section (2) Q3= 10m³/s y (n) (d) (0) (b) (9) P3A3 P242 tcinCH Section (1) Vi= 6m/s P 200 kPa PIAI SA taloLis su t or ai teW Figure II (d) (b) Question 6: Which equation represents the horizontal x-direction component of the linear momentum? (a) R = P,-V,pQ, 4 9)goteig no amtan ee (b) R = P,- 4 (c) R = P,+V,pQ, 4 (d) R, = P,-V,pQ: 4 (e) none of the above
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello could I please have a written solution for this past paper question. Correct answers have been circled
Transcribed Image Text:Question 7:
which equation represents the horizontal y-direction component of the
linear momentum?
vol sft bo
(a)
R, = P, "D P D
- P,"
4
4
+V,pQ2 -V,pQ,
(b)
T D
R, = P, -
4
+P,
%3D
+V,pQ, +V3PQ,
3.
4
(c) " - P,"-V,pQ;-V,pQ,
t D
R, = P, -
4
T D
4
(d)
R, = P,
TD _p,TD -V,pQ; +V,pQ,
-V,pQ,+V½PQ;
4
4
(e)
none of the above
Question 8:
What is the colume flow-rate at section (2)?
(a)
5.288 m/s
10.987 m²/s
2.989 m³/s
(c)
14.329 m/s
(p)
1.112 m³/s
(e)
velocity on
Question 9:
What is the pressure (P3) at section (3)?
194 kPa
(a)
227 kPa
(b)
232 kPa
(c)
45.8 kPa
(d)
137 kPa
Question 10:
What is the pressure (P2) at section (2)?
405 kPa
(a)
D 185 KPa
(c)
232 kPa
ofl has
195.3 kPa
237 kPa
Transcribed Image Text:Problem II. Frictionless, incompressible, one dimensional flow of the water passes
through the horizontal tee-connection sketched in Figure II. Each pipe has an inside diameter
of Im.
STR erds bas 1 nolaiq Section (3) n u ofpotol bsiiqm
Section (2)
Q3= 10m³/s
y
L (d)
P2A2
P3A3
(b)
(9)
Section (1)
Vi= 6m/s
P1= 200 kPa
PIAI
SA taloLis su ai tedW
(E)
Figure II
(b)
Question 6:
Which equation represents the horizontal x-direction component of the linear momentum?
(а)
R. = P -
4
9) ooteiq no gnins se
(b)
+V,pQ2
R = P
4
(2)
T D
(c)
R = P,+V,pQ,
%3D
4
(d)
R, = P,-V,pQ;
4
(е) попе of the above
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