Check the hydraulic structure shown below against piping and then find the thickness of floor at point (B) by using uplift pressure diagram (Use Bligh's theory for solution). u/s max. w.s.l-103.4m d/s max. w.s.l-100.2m Vertical gate flow ws mim, w.s.101,6m d/s mim, w.s.l-97.6m 8 m 10 m 18m 22 m

Check the hydraulic structure shown below against piping and then find the thickness of floor at point (B) by using uplift pressure diagram (Use Bligh's theory for solution). u/s max. w.s.l-103.4m d/s max. w.s.l-100.2m Vertical gate flow ws mim, w.s.101,6m d/s mim, w.s.l-97.6m 8 m 10 m 18m 22 m

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: Calculate the shear stresses at

A: apply newtons law of viscocity

Q: Q3/A) In Figure No. (4) the value of pressure of Confined Water pB at the center of pipe No. (2) is…

A: Finding out pressure at point A.

Q: VIII. Quéstión fór fürther discusSion Explain the way in which the theoretical discharge over a…

Q: - 520ft D = 20 in L=20,000 ft B VB PB 400 ft A 20-inch diameter pipe carries 4 ft³/s of water from…

A: The discharge through the pipe, Q = 4 ft3/secThe diameter of each pipe, d = 20 inchesThe length of…

Q: The elasticity and dimensions of a pipe are such that the celerity of pressure wave is 975 m/s. The…

A: Celerity = 975 m/sDischarge =0.85 m3/sDiameter = 1.2 m

Q: Calculate the Size of 5Yuar P, C = 0.09 mm and the averaje vela in the PiPe if it must Carr) (o. 27…

A: Step 1: e =0.09mm v =0.27 m3/s γ=10^-5 m2/s hL = 6 m per 300m length

Q: A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a…

A: Given, D = 10 cm or 0.1 m L = 20 m P1 = 50 kPa f = 0.02

Q: A centrifugal pump lifts water against of 0.08 m, major losses in the suction side h,, = EN m and in…

A: Solution: Given Data: Static head,∆z=24 m=26 md=0.08 mLosshsuction=240.3=2.594…

Q: A 1.20 m-diameter(internal) horizontal steel penstock conveys water at the rate of 3.6 m³/s. The…

A: r = D/2 = 1.2/2 = 0.6m v = Q/A = 3.6πx0.62= 3.183m/s H (head) = 60m For instantaneous closure T ⩽…

Q: A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The…

A: given data:- diameter of gate=3 m specific gravity of liquid=0.95

Q: -For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe…

A: to find - length of pipe

Q: For the PVC pipes, find the flow rate of BC and BD, also find the elevation of the water surface of…

A: Given data in question PVC pipes whose f = 0.08 Lengths Diameter Elevations of reservoirs…

Q: Current Attempt in Progress Assume that laminar flow of 60°F water has been maintained in a 1-in.…

Q: 8-62 A horizontal pipe has an abrupt expansion from D₁ = 8 cm to D₂ = 16 cm. The water velocity in…

A: We have to find out the downstream pressure P2 and error if bernoulli's equation is used .

Q: For downward real flow in offset water pipe shown, find: The required pressure at D 1. 2. Determine…

A: Given, PA = 50 kPa L = 8 m D = 20 mm or 0.02 m Q = 0.2 L/s or 0.0002 m3/s

Q: Assume frictionless flow in a long, horizontal, conical pipe, where the diameter is 3.6ft at…

Q: Check the hydraulic structure shown below against piping and then find the thickness of floor at…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Determine the Furall hydrostatic force acting on the gate shown below. The tank is Gm wide- i Sea…

A: Width of gate = 6 mRadius of gate = 6 mOil of depth 2 m above water of depth 5m a ove gate.

Q: A- ال 13 الحل Determine the pressure head, elevation head, and total head at A, B, and C for the…

A: Total head = Pressure head + elevation head Take ponit B Elevation head = 1.4 - . 5 = 0.9 m…

Q: A 30 cm pipe is connected by a reducer to a 10 cm pipe. Points 1 and 2 are at the same elevation.…

A: d1 = 30cm d2 = 10cm P1 = 207KPa Q = 30L/s H = 2.5m

Q: z=0.2 m - Dow n 5) The pipe system is designed to deliver 4.24x104 m/s of water. There are minor…

A: Using Bernauli's equation one can get the solution for the given below: Elbow loss =kv22gInlet loss…

Q: 1. Water flows through a horizontal, 0.5-m-diameter pipe at a rate of 0.9 m³/s (Figure below). It is…

Q: Question 1 A vertical circular gate in a tunnel 8 m. in diameter has oil (0.80) on one side and air…

A: Solve letter A only Given- diameter d=8 m,air pressure P=40 kPa,oil height=12 m, Hydrostatic force=?

Q: The pipe fitting below (a wye fitting) splits Q₁ into two equal flows (Q₂ = Q3). The flow entering…

Q: For the hydraulic structure shown below check the thickness of the floor at points (A) and (B) by…

A: Considering the given values in the figure, H = 112.2 - 108.5=3.7 m Length of pile 1 =…

Q: A fluid of specific gravity 0.8 and dynamic viscosity 15 x 10-Pa s is flowing in a 15mm diameter…

A: Given that specific gravity of fluid is 0.8 Dynamic viscosity of fluid is 15×10-4Pa.s Diameter of…

Q: PROBLEM 3: For a vertical rectangular gate, one side has linseed oil (0.938) and the other has two…

Q: horizontal pipe is diverted upwards with an angle of 25 degrees. Water enters with a velocity of 4.5…

Q: Oil flow at 230 I/s through 200 mm diameter pipe 500 m long. Friction factor 0.0224. Find head loss

Q: A 30m long, 20mm diameter steel pipe is used to drain an oil tank determine the discharge when the…

Q: Q3. For the parallel pipe system shown, where the flow volume discharge in the system is [6 L/s] the…

Q: heg hop •C.g. • C..

A: Given: Triangle submerged To find: Depth of center of pressure

Q: The pressure of compressed air on water surface in the tank shown in Fig. No. 2 is Pca 981 (KN/m2).…

Q: Water flows through the 80-mm diameter pipe, head loss from A to B is hu = 0.5 m. Set datum, z = 0,…

A: Given, Diameter of the pipe (d) = 80 mm Head loss from A to B (hL) = 0.5 m Datum, z = 0 at B

Q: Liquid 1 Liquid 2 h3 h1 h2

A: To find the pressure at the center of pipe using a manometer , we need to take a datum about which…

Q: Ex: The pipe has a diameter of (1.2m) at A, (1.5m) atB and (0.8m) at C. The discharge at C is (O,/3)…

Q: Q/ Design the rectangular duct system shown in figure below using equal friction method with…

Q: Example 4-6: The water flows through the pipe bend with a discharge of 200LS. The bend is placed…

A: Answer We can determine the the Magnitude and Direction of the resultant force(R) on the bend by…

Q: For the hydraulic structure shown below check the thickness of the floor at points (A) and (B) by…

A: Considering the given values in the figure,H = 112.2 - 108.5=3.7 mLength of pile 1 =…

Q: ·Pe (L= 3000 m ing ViscoSity a lo anfe and equal to %3D

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Check the hydraulic structure shown below against piping and then find the thickness
of floor at point (B) by using uplift pressure diagram (Use Bligh's theory for solution).
u/s max. w.s.l-103.4m
d/s max. w.s.l-100.2m
- Vertical gate
flow ws mim. w.s.l101,6m
d/s mim, w.s.l-97.6m
6 m
8 m
10 m
18 m
22 m

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 7 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

Need asap pls.
1. Water flows through a horizontal, 0.5-m-diameter pipe at a rate of 0.9 m³/s (Figure below). It is ejected from the pipe through a 0.25-m-diameter nozzle. Determine the force (F) that holds the nozzle in place if the water pressure in the pipe just upstream of the nozzle is 283 kN/m² (kPa). F Fpl V₁. in F H Vout 2. Given H= 1.8 m & D = 0.2 m through the hole in the open top container. Determine the head losses through the tank outlet if the exit discharge were 0.163 m³/sec.
Q2. Flowrate of water through bend pipe (90°) is 0.21 m/s. The pipe diameter at the inlet is 150 mm and the outlet diameter is 75 mm. The outlet is higher than the inlet by 2 m. Frictional losses in the pipe is equal a loss factor of 0.5 applied to the inlet velocity head. The pressure head at the inlet is 8.6 m and the volume of water in the bend is 0.6 m?. Calculate the resultant force and its direction.
Please solve showing sketch please
Select correct option
8.4
pls help
PROBLEM 5 A vertical plpe 6 ft In dlameter and 60 ft long has a pressure head at the upper end of 18 ft of water. When the flow through It is such that the mean velocity is 15 ft/s, the friction loss Is 4 ft. Determine the pressure head (ft) at the lower end of the pipe when the flow Is (a) downward and (b) upward.
Along a 50-m pipeline, there is a half-open globe valve (K = 10), four 90-degree smooth bends (K = 0.45), and six 45-degree elbows (K = 0.15). Ignoring the major head loss, what will be the pressure drop in this pipe if the flow velocity is 1 m/s? Fluid is water: Specific weight = 9810 N/m³. O 0 kPa O 6.35 kPa O 13.81 kPa O 21.67 kPa
25 pts A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The center of the door is 4.5m below the liquid surface. Assuming the specific gravity of liquid is 0.9o. Compute the following: a) hydrostatic force acting on the door, [ Select ] b) the location of the center of pressure from the centroid of the door, [ Select ] c) the force at the bottom of the gate to maintain equilibrium if it is hinged at the top. [ Select ] 4.5 m 3m
Hydraulic Pressure on Submerge Surfaces