Situation 1 The 60 cm pipe conducts water from reservoir A to a pressure turbine which discharges through another 60 cm pipe into tailrace B. HEL. 70 m The head losses are: From A-1 : From 2-B : 0.20 H60 cm If the discharge is 0.70 m3 /sec : HEL. 5m 1. Determine the head extracted by the turbine (HE) in meters. DATUME HEL.O 2. Solve for the input power of the turbine (Pinput or Pturbine) in kW. TURBINE 3. At 90% efficiency, compute for the output power (Poutput) for electricity in kW.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 1
The 60 cm pipe conducts water from reservoir A to a pressure
turbine which discharges through another 60 cm pipe into
wti EL. 70 m
tailrace B.
The head losses are:
From A-1 :
2g
From 2-B : 0.20P-
2g
H60 cm Ø
If the discharge is 0.70 m3 /sec:
HEL. 5m
HELO
1. Determine the head extracted by the turbine (HE) in meters.
DATUM-
2. Solve for the input power of the turbine (Pinput or Pturbine) in kW.
TURBINE
3. At 90% efficiency, compute for the output power (Poutput) for electricity in kW.
Transcribed Image Text:Situation 1 The 60 cm pipe conducts water from reservoir A to a pressure turbine which discharges through another 60 cm pipe into wti EL. 70 m tailrace B. The head losses are: From A-1 : 2g From 2-B : 0.20P- 2g H60 cm Ø If the discharge is 0.70 m3 /sec: HEL. 5m HELO 1. Determine the head extracted by the turbine (HE) in meters. DATUM- 2. Solve for the input power of the turbine (Pinput or Pturbine) in kW. TURBINE 3. At 90% efficiency, compute for the output power (Poutput) for electricity in kW.
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