Two identical pipes (i.e. having the same lengt same diameter, and same roughness) are use to withdraw water from a reservoir. In the fir case, they are attached in series and als discharge freely into the atmosphere. In th second case, they are attached in parallel ar friction factor is same in both the cases, the rati of the discharge in the parallel arrangement that in the series arrangement (round off to decimal is places

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Two identical pipes (i.e. having the same length,
same diameter, and same roughness) are used
to withdraw water from a reservoir. In the first
case, they are attached in series and also
discharge freely into the atmosphere. In the
second case, they are attached in parallel and
friction factor is same in both the cases, the ratio
of the discharge in the parallel arrangement to
that in the series arrangement (round off to 2
decimal
is
places)
Transcribed Image Text:Two identical pipes (i.e. having the same length, same diameter, and same roughness) are used to withdraw water from a reservoir. In the first case, they are attached in series and also discharge freely into the atmosphere. In the second case, they are attached in parallel and friction factor is same in both the cases, the ratio of the discharge in the parallel arrangement to that in the series arrangement (round off to 2 decimal is places)
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