Ql.a. The difference in leu el of two reserveirs A and Bconnected by a syphon is 30-5m, The diameter of the pipelineis 6oomm and with e total length of 2050m long. Ihe Syohoncrossos a ridge whose Summit is 9.lm aboue the letrel ofreservoir A, and at a distance 305m from the hiTher reserlloikO. Fin d the minimum depth blelow the ridge at which theSyphon must be laid if thhe absalute head in the pipe is notto fell belou 3m ef water.os Cal culate also the discharge in m³/see.Tare fa 0.0075, and the water barometric head is lo.35m.The energy degradetion et the pipc entry and ext is negligibleB. An inward flow reaction turbine s Supplying weeter at ereete 600 litre /secande with a relocity of flow 6m/s. Ihe relocitgat the periphery and the wheel elocity at inlet are 244mlsendLf mls respecfilely. ASsuming the discharge to the Fiti redial atoutlet and the flow velocity to be constent. Find5. the loane canple at mlet.Che head of weter oler the eheel.().The excternal andinternal diameter of an inward flowreeaction turbine are 6ocn and 2ocm reppectivvely the toreadlthbreedth at mlet berng 1scm . If the Velocify of flow throughthe terbine 5 constent at 1-3s mls, find the diseharge of theter bine and width of the wheel at outlet.

Given, Elevation difference (∆Z) = 30.5 m Diameter (D) = 600 mm or 0.6 m Length = 3050 m

Qla. The difference in led el o t connected bya syphon is 30-5m, The diameter of the pipeline is 60omm and with e total length of 205om long. Ihe Syohon crosses a nidge whose Summit is 9.lm aboue the letrel of reservoir A, and at a distance 305m from the hiTher reserllaik A. Find the minimum depth below the ridge at ehich the Sejphon must be laid if the absolute head in the pipe is not to fell below 3m ef waer. nos Cal culate also the discharge in m³/see.

Qla. The difference in led el o t connected bya syphon is 30-5m, The diameter of the pipeline is 60omm and with e total length of 205om long. Ihe Syohon crosses a nidge whose Summit is 9.lm aboue the letrel of reservoir A, and at a distance 305m from the hiTher reserllaik A. Find the minimum depth below the ridge at ehich the Sejphon must be laid if the absolute head in the pipe is not to fell below 3m ef waer. nos Cal culate also the discharge in m³/see.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

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Ql.a. The difference in leu el of two reserveirs A and B
connected by a syphon is 30-5m, The diameter of the pipeline
is 6oomm and with e total length of 2050m long. Ihe Syohon
crossos a ridge whose Summit is 9.lm aboue the letrel of
reservoir A, and at a distance 305m from the hiTher reserlloik
O. Fin d the minimum depth blelow the ridge at which the
Syphon must be laid if thhe absalute head in the pipe is not
to fell belou 3m ef water.
os Cal culate also the discharge in m³/see.
Tare fa 0.0075, and the water barometric head is lo.35m.
The energy degradetion et the pipc entry and ext is negligible
B. An inward flow reaction turbine s Supplying weeter at e
reete 600 litre /secande with a relocity of flow 6m/s. Ihe relocitg
at the periphery and the wheel elocity at inlet are 244mlsend
Lf mls respecfilely. ASsuming the discharge to the Fiti redial at
outlet and the flow velocity to be constent. Find
5. the loane canple at mlet.
Che head of weter oler the eheel.
().The excternal andinternal diameter of an inward flow
reeaction turbine are 6ocn and 2ocm reppectivvely the toreadlth
breedth at mlet berng 1scm . If the Velocify of flow through
the terbine 5 constent at 1-3s mls, find the diseharge of the
ter bine and width of the wheel at outlet.

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