Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ▼ Reservoir ↑ 5 m 20 cm 1 10 cm ! Reservoir
Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ▼ Reservoir ↑ 5 m 20 cm 1 10 cm ! Reservoir
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Two reservoirs are connected by two
parallel pipes of equal length and of
diameters 20 cm and 10 cm, as shown
in the figure (not drawn to scale). When
the difference in the water levels of the
reservoirs is 5 m, the ratio of discharge
in the larger diameter pipe to the
discharge in the smaller diameter pipe is
(Round off to two decimal
places)
(Consider only loss due to friction and
neglect all other losses. Assume the
friction factor to be the same for both
the pipes)
!
Reservoir
5 m
20 cm
10 cm
ļ
Reservoir](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc6aaac92-5db2-4818-b09b-f9dd0cae736a%2Fceacd27f-0b53-45b9-889a-7cbb521fdf5a%2F6m09ca3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Two reservoirs are connected by two
parallel pipes of equal length and of
diameters 20 cm and 10 cm, as shown
in the figure (not drawn to scale). When
the difference in the water levels of the
reservoirs is 5 m, the ratio of discharge
in the larger diameter pipe to the
discharge in the smaller diameter pipe is
(Round off to two decimal
places)
(Consider only loss due to friction and
neglect all other losses. Assume the
friction factor to be the same for both
the pipes)
!
Reservoir
5 m
20 cm
10 cm
ļ
Reservoir
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