Water flows at a rate of 0.1 m³/s through the horizontal pipe transition as shown below. Pressures atsections 1 and 2 are given. Determine;a) the direction of the flow,b)the head loss,the horizontal force acting on the pipe segment between sections 1 and 2.D₁= 0.1 mP₁= 19620 Pa2D₂= 0.2 mP2=49050 Pa

Q = 0.1 m3/s D1 = 0.1 m D2 = 0.2 m P1 = 19620 PaP2 = 49050 Pa

Water flows at a rate of 0.1 m³/s through the horizontal pipe transition as shown below. Pressures at sections 1 and 2 are given. Determine; the direction of the flow, a) b) c) the head loss, the horizontal force acting on the pipe segment between sections 1 and 2. 1 D₁= 0.1 m P₁= 19620 Pa 2 D₂= 0.2 m P2= 49050 Pa

Water flows at a rate of 0.1 m³/s through the horizontal pipe transition as shown below. Pressures at sections 1 and 2 are given. Determine; the direction of the flow, a) b) c) the head loss, the horizontal force acting on the pipe segment between sections 1 and 2. 1 D₁= 0.1 m P₁= 19620 Pa 2 D₂= 0.2 m P2= 49050 Pa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Consider the gate shown in (Figure 1). The gate has a width of 1.5 m. p = 1.0 Mg/m³. Suppose that a…

A: To find The magnitude of the resultant force acting on the gate ABC due to hydrostatic pressure.

Q: Problem 15.120 The gauge pressure of water at A is 150.5 kPa. Water flows through the pipe at A with…

Q: Calculate the shear stress for the illustrated flow to 2 significant figures(dyn/cm2 ; do not use…

A: Given Data: Velocity Vo=7 cm/s. Velocity V=0. Distance d=30 mm. Viscosity of liquid is μ=2…

Q: Water flows through the horizontal branching pipe shown in the figure below at a rate of 12 ft³/s.…

Q: A circular, downward water jet impacts a horizontal plate as shown in the figure below. The exit…

A: A vertical downward jet flow from the pipe impacts a plate kept at a certain distance. The velocity,…

Q: A horizontal Venturi flow meter consists of a converging-diverging conduit as indicated in the…

A: The volume flow rate Q of a fluid is defined as the flow rate of fluid through a given…

Q: Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 =…

A: Applying Bernoulli`s equation between point 1 and 2 in the given pipe flow:…

Q: Water at a temperature of 25°C flows through a horizontal cast iron pipe (as shown in the following…

A: Q = 0.0314 m3/sL = 223 m = 997.1 kg/m3 v = 0.898 x 10-6 m2/s e = 0.00026 m

Q: The pressure heads are measured at two sections in a pipeline and are found to be 8.3 m at point A…

A: Step 1: Step 2: Step 3: Step 4:

Q: 2) Assuming uniform velocity profiles, find the force F needed to hold the plug in the pipe shown in…

Q: Water flows through a pipe at 15 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: The values and figure given in the question are as follows: Discharge through pipe(Q)=15 L/sec…

Q: P1 =346 kPa D; =0.12 m P2 107 kPa D2 43 m

Q: uid mechan

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: A hydraulic pipeline 3 km long and 50 cm in diameter is used to convey water with a velocity of 1.5…

Q: The graphic below shows a reducing section that is part of a vertical pipeline. The pipeline…

A: Given, S = 0.8 Q = 0.6 m3/s P1 = 200 kPa L = 450 mm or 0.45 m

Q: Water flows through a pipe at 5 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: Given data, P1 = 12.5 kpa P2 = 11.5 kpa P3 = 10.3 kpa D1= 50 mm D2 = 50 mm D3 = 30 mm Discharge = 5…

Q: Water flows through the pipe contraction shown in the figure below. For the given d=0.11 m…

A: D1= 0.12 m , D2= 0.04 m , d= 0.11 m

Question

Water flows at a rate of 0.1 m³/s through the horizontal pipe transition as shown below. Pressures at
sections 1 and 2 are given. Determine;
a) the direction of the flow,
b)
the head loss,
the horizontal force acting on the pipe segment between sections 1 and 2.
D₁= 0.1 m
P₁= 19620 Pa
2
D₂= 0.2 m
P2=49050 Pa

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: a) Determination of flow direction

VIEW

Step 3: b) Calculation of head loss

VIEW

Step 4: c) Calculation of horizontal force acting on pipe

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 8 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

L = 900m D=35cm L=600m L=900m D=75cm D=60cm L=600m D=30cm L=900m D=40cm A flow rate of 0.5 m³/s is branched into three pipes and then rejoined in the concrete parallel pipes as shown in the figure below. Find the head of loss between point A and point B. Here, the coefficient of friction loss in all tubes is 0.03.
8. Calculate the pore water pressure at point A through I shown on the following flow net. 14 m 10 m CDEFGH
Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P1 = 300 kPa 21 = 0 P3 = -147.2 A3 = 0.035 m² Z3 = 10 m (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa kPa (3) A₂ = 0.03 m² 22 = 0
Fast
What is the volumetric flow rate through at 4 inch (10 cm) diameter pipe containing chocolate milk p = 1010 kg/m³, u= 0.00202 Pa.s). Along this section of pipe, there are two 90° pipe bends (K = 0.2) and a fully open gate valve (K = 0.1). The average roughness height of the pipe is ɛ = 0.1 mm. You measure the pressure at the two gauges shown below and find that the pressure decreases between them by 802.8 kPa. -1m- Valve -1m- What is the volumetric flow rate through this section of piping? -6→
Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hfric in feet in Pipe 1. b) Determine the friction head loss hfric in feet in Pipe 2. c) Determine the friction head loss hfric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction (feet) (cfs) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3
Water with kinematic viscosity equal to 1.02x10^-6 m^2/s flows in a 1000m long. 150mm diameter pipe (E=0.00005) at a rate of 30L/s. solve for the head loss in the pipe. use 3 decimal places.