water flows from a reservoir (A) showe in throgh a pipe of diameter (di=120mm) and lengh (Lis 20 m / to a junction at p - from which apipe of diameter (dz = 75 mm) and Laugh (Las 60m) leads to reservoir (B) bom) in which the water level is (16md below. that in reservoir (A). A third Pipe of diameter (d3 soomm) and lengtah (L3 = om) leads from (D) to reservoir (c) in which. the water level is (241m) below that in reservoir (A) taking (fsool) fox all the pipes and neglecting all losses other than due to friction. Determine the volumetric Kates in each Pipe erty me peratur are, S 1 Cu

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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water flows
from a reservoir (A) showe in
throgh a pipe of diameter (di=120mm) and
lengh (Lis 20 m / to a junction at p - from
which apipe of diameter (dz = 75 mm) and
Laugh (Las 60m) leads to reservoir (B)
in which the water level is (16md below.
that in reservoir (A). A third Pipe of
diameter (d3=60mm) and lengtah (L3 = 0m))
leads from (D) to reservoir (c) in which.
the water level is (24M) below that
in reservoir (A) taking (fsool) for
all the pipes and neglecting all losses
other than due to friction. Determine
the volumetric Kates in each Pipe
B
jalg
ZA
41.di
ZD
L-3
22.de
d>
2S
ER
erty
me
peratur
are, S
3
C CU
ency
Transcribed Image Text:water flows from a reservoir (A) showe in throgh a pipe of diameter (di=120mm) and lengh (Lis 20 m / to a junction at p - from which apipe of diameter (dz = 75 mm) and Laugh (Las 60m) leads to reservoir (B) in which the water level is (16md below. that in reservoir (A). A third Pipe of diameter (d3=60mm) and lengtah (L3 = 0m)) leads from (D) to reservoir (c) in which. the water level is (24M) below that in reservoir (A) taking (fsool) for all the pipes and neglecting all losses other than due to friction. Determine the volumetric Kates in each Pipe B jalg ZA 41.di ZD L-3 22.de d> 2S ER erty me peratur are, S 3 C CU ency
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