nydraulicC turbine-ger alur, anu at a point 21 HOw the psla, 45 Tt/S, and a specinc voI 7ID. The diameter of the exit pipe is 5 ft and the local acceleration of gravity is 32.2 ft/s?. Water Dam P1 = 24 psia V = 5 f/s Generator Turbine P2 = 19 psia 5 = 0.01602 ft³¾b V, = 45 ft/s D2=5 ft Water Evaluating the electricity generated at 8.5 cents per kW · h, determine the value of the power produced, in $/day, for operation at steady state and in the absence of internal irreversibilities. Value = $ i /day

nydraulicC turbine-ger alur, anu at a point 21 HOw the psla, 45 Tt/S, and a specinc voI 7ID. The diameter of the exit pipe is 5 ft and the local acceleration of gravity is 32.2 ft/s?. Water Dam P1 = 24 psia V = 5 f/s Generator Turbine P2 = 19 psia 5 = 0.01602 ft³¾b V, = 45 ft/s D2=5 ft Water Evaluating the electricity generated at 8.5 cents per kW · h, determine the value of the power produced, in $/day, for operation at steady state and in the absence of internal irreversibilities. Value = $ i /day

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Solve all subparts
intet pump Z3 20 NP SHA- .? static discharege Head static suction head
(CLO1/ELO1, 2 min) [2] (3] Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; Pipe L(m) D(m) f K 125 0.35 0.03 2 150 0.2 0.02 3. 500 0.2 0.03 1 4 600 0.2 0.02 400 0.25 0.02 2 Select one: a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20
2000 m f 1- 0 O1B, D1 - Im L2 = 2300 f2 = 0.02, The three-cistern system in the figure contains waten.TA D2 = 0.60m and 32500 m HO.023 03- Pom. Datum Compute 02 IA m/s. ecimal
40 L/s of 20C water (ν = 1.007*10^(-6) m^2/s). Flows through 1,200 ft of6-in diameter new steel pipe with ks = 0.0002 ft. The friction loss must be:
Note: Don't copy from Chegg.
21 Drive the Max Hydraulic horspower u Mox HHP. and Max ImPact force May. IF When the flaw rate Located between Minimum and maximum flow Pate,and the hydraulic hers Pawer of Pump is Copstant.
Q-5
5. ol with sp. gr. of 0.88 is being pumped frem a lower reservolr to an elevated tank The pump In the system is 65% efflelent and Is rated at 160kW. Determine the flow rate of the oll in the pipe if the total head los (rom point 1 to point 2 is 5.5m of oll. 150m 200-mm Pump Elev 160m Elev. 150 m
4.(c) An inward flow reaction turbine has an inlet and outlet diameter of 1.5 m and 0.75 m respectively. The breadth at the inlet is 0.30 m and at the outlet is 0.40 m. At a speed of rotation of 300 rpm., the relative velocity at the entrance is 5.25 m/sec and is radial. Calculate the (i) absolute velocity at entrance and inclination to the tangent of the runner; (ii) discharge; (iii) velocity of flow at the outlet.