liquid 1 liquid 2 h3 h1 h2
Q: Give me right solution according to the question Calculate the pressure P1 and P2 in the structure…
A: The hydrostatic pressure acting at the depth of z m depth from the surface of the water surface is…
Q: 3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members,…
A:
Q: An open tank 1.8 m. by 1.8 m. and 1.3 m. deep contains water at a depth of 0.90 m. The weight of the…
A: Given F=12000N=12kN Consider the diagram as;
Q: e) A 600 mm diameter pipe carrying 0.9 m³/s of oil (RD 0.85) has a 90° bend in the horizontal plane.…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: 6 m/s ter flows through the e at A at 6 m/s. termine the pressure A and the velocity of 3 m water as…
A:
Q: A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members,…
A:
Q: A 1 x 1 x 1 meter tank is 50% filled with oil (sp. gr. = 0.82) and the remaining is water. When it…
A: Schematic diagram of the given problem:
Q: Determine the difference in pressure (kPa) between A and B. a= 4.18 meters b= 1.92 meters a is a w…
A:
Q: Q2) What is the pressure at point (B)inside the pipe shown in figure below if the water jet velocity…
A: Given data in question Diameter Velocity Elevation To find out Pressure at B
Q: Q1: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…
A: Schematic diagram of the given problem:
Q: Determine the flow rate in the siphon shown. Diameter of the pipe is 2.5cm. B 1.8m A water 3.6m Your…
A:
Q: An open tank contains 5.0 m of water covered with 2 m of oil (y = 8.0 kN/m'). Find the gage pressure…
A: Given : Water level of an tank is , hwater = 5m Oil level of an open tank is, hoil=2m Specific…
Q: ... T A 30° 2.5m Water hinge L = 2m In the figure shown, a quarter circle gate AOB is hinged at…
A: Water pressure resulting from a liquid flowing on submerged surfaces is what causes hydrostatic…
Q: 2. An open tank has 5.8-m depth of water, on top of that layer is 3.2-m depth of kerosene which has…
A:
Q: An 83-mm-diameter siphon is drawing oil (SG = 0.85) from an oil reservoir, as shown in the figure.…
A: Given; Specific gravity of soil, SG=0.85 Head loss from point 1 to point 2=6v22g Head loss from…
Q: Cylindrical tank 4 m in diameter, 6 m high constain liquids, 1.5 m depth of water, 2 m depth of…
A: P=ρgh P at the bottom of tank P=ρ1gh1+ρ2gh2+ρ3gh3 =1000*9.81*1.5+1220*9.81*2+880*9.81*1.5…
Q: 3. A closed cylindrical tank 2 m diameter and 4 deep contains 3m depth of water. Air at a pressure…
A:
Q: The large tanks A and B are connected by a variable section pipe. The water level in tank A is 2m,…
A:
Q: Air Question 5. 1,2 m wide AB gate is articulated from point A shown in the figure. The heights of…
A: Widht of the gate AB = 1.2mHeight of the water h1 = 6.2mHeight of the water h2 = 2.2mPressure =…
Q: 37. A closed tank 6 m long, 2 m wide and 18 m deep initially contains water to a depth of 1.2 m. The…
A: When a water profile in a tank with acceleration is observed, it can be seen that some part of water…
Q: An upward flow of oil (mass density 800 kg/m³, dynamic viscosity (0.8 kg/m-s) takes place under…
A: Given values: Density, ρ = 800 kg/m3 Dynamic viscosity , μ = 0.8 kg/m-s Diameter, D = 0.1 m…
Q: Ope What is the maximum gage pressure atmo in the odd tank shown in the figure? Where will the…
A: Given:- T=10 degree Celsius S=3.0 To find:- FCD
Q: Water flows through the pipe at A at 6 m/s. Determine the pressure at A and the velocity of the…
A:
Q: Q1: In Figure below find the resultant pressure force and the depth of the centre of pressure on the…
A: Given that,Diameter of cross-section of cylindrical gate = 4 ftDia. of circular hole = 0.9 ftArea of…
Q: An open horizontal tank 1.5m high 2m wide and 5m long is full of oil with a specific gravity of 0.9.…
A:
Q: 130
A: height of pressure centre of resultant force is asked in question means centre of pressure needs to…
Q: A 84-mm-diameter siphon is drawing oil (SG = 0.85) from an oil reservoir, as shown in the figure. If…
A: Bernoulli's theorem assumptions: The flow is incompressible. The flow is steady( Pressure, density,…
Q: H.W.11// Determine the gage pressure at the center of pipe A in pounds per square to kN inch and in…
A:
Q: A conical tube of length 2m is fixed vertically with smaller end upward. Velocity of flow at smaller…
A:
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: 3.36 Determine the gage pressure at the center of pipe A pounds per square inch and in kilopascals.…
A:
Q: n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius…
A: Figure is as shown
Q: An upward flow of oil (mass density 800 kg/m³, dynamic viscosity (0.8 kg/m-s) takes place under…
A: Solution: Given: mass density, ρ = 800 kg/m3 dynamic viscosity, μ = 0.8 kg/m-s pipe diameter, D =…
Q: open tank 1.8 m. by 1.8 m. and 1.3 m. deep contains water at a depth of 0.90 m. The weight of the…
A: Given:- Tank size=1.8 X 1.8 X 1.3 m Water depth = 0.90m weight of tank = 3500N Unbalanced…
Q: .) For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal acceleration…
A:
Q: A 56-mm-diameter siphon is drawing oil (SG = 0.818) from an oil reservoir, as shown in the figure.…
A:
Q: A pan of negligible mass is attached to two springs of normal lengths as 0.5m each and having…
A: Given: K1=250 NmK2=500 Nminitial length of spring =0.5 m We need to calculate the maximum vertical…
Q: 1. What is the pressure at the center of pipe B? +) B -y=10 kN/m3 7= 20 kN/m 50 cm 10 cm 50 cm
A:
Q: Question 4. The flowrate of the flow is 0,20 m²/s in a pipe placed on a horizontal plane. The pipe…
A: Solution Given Data Flow Rate Q=0.20 m3/s Pipe Diameter D1= 0.41 m Pipe Diameter D2=0.28 m Gauge…
Q: Problem 6 For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal…
A:
Q: A open cylinder with 2m of water is acted by an unbalanced upward force of 20kN. The volume of water…
A: h=2m
Q: (a) Determine the flow, in m^3/s through the pipe at C neglecting all losses. (1 bar = 100 kPa). *…
A: given- a tapered pipe carrying water. required-to determine flow and pressure at C.
Q: Valve AB, which weighs 180 kg and is 2.1 m wide, is hinged at point A and at point A B is free.…
A: Width of valve=2.1m Weight of valve=180kg
Q: ischarge of the system shown in the figure given below is 15 + It/sn. The flow is opened to the…
A: It means the size of the force. It is the sum of all forces acting on a body. If two forces act in…
Q: Problem 6 . For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal…
A:
Q: Consider the pressurized horizontal pipe network shown below. Pipe 2 is arranged in parallel with…
A: Head loss due to friction: The loss in the pipe is divided into two types, those are major loss and…
Q: 4. Three cylinders are piled in a rectangular ditch as shown. Neglecting friction, determine the…
A: Determine the reaction at cylinder A and the vertical wall.
Q: A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The…
A: Hydrostatic forces are the resultant force caused by the pressure loading of a liquid acting on…
Q: Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The…
A: Given Q = 5 cfs Pipe 1 D = 16 inch, L = 500 ft , f= 0.011 Pipe 2 D= 12 inch, L = 1000 ft, f =…
Obtain the gage pressure at the center A of the pipe shown. Neglect the surface tension effects. Liquid 1, sg=1.5. Liquid 2, sg=3.2, h1=15cm; h2=30 cm; h3=75 cm.
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
- Three blocks with the equal volume of 100cm3 are are completely submerged in water. Theblocks are made of different materials: aluminum(Al), iron(Fe) and lead(Pb). Calculate thebuoyancy force that acts on the lead block. Take note the values: ρAl = 2700kg/m3, ρFe = 7800kg/m3, ρPb = 11300kg/m3, ρH20 = 1000kg/m3 Show full solution.Qs.The strength of the longitudinal joint is 25 kips/ft, whereas for the girth joint it is 20 kips/ft. Calculate the maximum diameter of the cylindrical tank if the internal pressure is 110 psi. Also discuss the joint strength and diameter of tank requirement for the given conditions .If you dont know the answer please skip and let others do , dont post wrong answer, dont waste qsnI need solution of part b only
- FN=130 With solution. ThanksPROVIDE COMPLETE SOLUTION REQUIRED: 1. location of horizontal centroid axis. 2. moment of inertia qoth fespext to centroid axis. 3. radius of gyration.Assume that F = {28i-42j+47k} lb (A) Determine the magnitude of the component of F acting along the segment BC of the pipe line assembly (Express your answer to two significant figures and include the appropriate units) (B) Determine the magnitude of the component F acting perpendicular to the segment BC of the pipe assembly (Express your answer to two significant figures and include the appropriate units)
- A square plastic bar (length Lp, side dimensions p = 193 mm) is inserted inside a hollow,square, cast iron tube (length Lc = 400 mm, sidesc = 200 mm, and thickness tc = 3 mm). (a) What is the required initial length Lp of theplastic bar so that, when it is compressed bysome force P, the final length of bar and tube areequal to length Lc and, at the same time, the gapbetween plastic bar and cast iron tube is closed?(b) Compare initial and final volumes for theplastic bar.Assume that Ec =170 GPa, Ep = 2.1 GPa, vc = 0.3,and vp = 0.4.-need ans very very fast in 20 min