Figure Q4 shows there are two sections of pipes in the system, which are 38m long of 5 cm diameter pipe in section 1 and 45 m long of 15 cm diameter pipe in section 2. The friction factor of pipe in section 1 and 2 are 0.005 and 0.003 respectively. The entrance of the pipe is sharp and the change of section at point C is sudden. There are two 90-degree elbows and an open globe valve in the system. The fitting loss coefficient, k are 0.9 for each 90-degree elbow and 0.25 for open globe valve. If the exit elevation is zero and the flow rate of water is 0.005 m'/s. i. Name all the losses in the system with the formula involved, ii. Calculate the total losses in the system, iii. Calculate the power extracted by the turbine if the turbine is 75 percent efficient.

Figure Q4 shows there are two sections of pipes in the system, which are 38m long of 5 cm diameter pipe in section 1 and 45 m long of 15 cm diameter pipe in section 2. The friction factor of pipe in section 1 and 2 are 0.005 and 0.003 respectively. The entrance of the pipe is sharp and the change of section at point C is sudden. There are two 90-degree elbows and an open globe valve in the system. The fitting loss coefficient, k are 0.9 for each 90-degree elbow and 0.25 for open globe valve. If the exit elevation is zero and the flow rate of water is 0.005 m'/s. i. Name all the losses in the system with the formula involved, ii. Calculate the total losses in the system, iii. Calculate the power extracted by the turbine if the turbine is 75 percent efficient.

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

.Determine the minimum cylinder mass m1 required to cause loss of contact at A 30° 21/3 m. L/3 B m₁
Dont round off initial values, round off in final ans only plz ty
4. Evaluate the pressure at the center of pipe A. Given: y of Liquid 1 = 12 kN/m y of Liquid 2 = 25 kN/m. hi = 60 cm h2 = 10 cm L = 60 cm а. -750 Рa c.-650 Pa b. -800 Pa d. -700 Pa Liquid 1 Liquid 2 h, h2
do not round off pls
T2-2 - I want to answer this question. Thanks
Water backs up behind a concrete dam as shown in figure Leakage under the foundation gives a pressure distribution under the darri as indicate If the water depth, h, is too great, the dam will sopple over about its toe (Point A) For the dimensions given, determine the factor of safety agarest overtuming moment if L-120 fh and h - 50 n. Base your analysis on a unit length of the dam The specific weight of the concrete is 150 ib/tt3 Water
Give me right solution with clear steps according to the question
(Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the pressures at sections (1) and (2) are 334 kPa and 95 kPa, respectively. Determine the diameter of the pipe at section (2), D2, if the velocity at section 1 is 18 m/s and viscous effects are negligible. P2 = 95 kPa P₁ =334 kPa D₁ -0.12 m V₁0 51 m
Answer fast
Not sure how to do this one. Would really appreciate a full solution. Thank you!
Need neat and clean handwritten solution explaining every steps.. do not give copied solution from chegg or typed solution else be ready to get downvote.. THANK YOU.
3. [Ch4 - 1] What is the head loss and corresponding pressure drop (in units of bars) across a 30- mm-wide open gate valve when oil (SG = 0.90) flows through at a rate of 4 x 10-3 m/s? 4. [Ch4 – 2] Oil (SG = 0.80, v = 10- m/s) flows at a rate of 2 x 10-3 m'/s through a 20-mm- diameter commercial steel pipe. What is the equivalent length of a 20-mm-half open gate valve placed in the line?