absolute roughness is 0.03mm (for both sections), Determine the height H. Neglect local losses. Tip: Losses in pipes connected one after another (as in the figure) they add up 2. Consider the system shown. If the flow is Q = 220 lts / s and the L=500 m D=45 cm L=800 m D=30 cm

Q: 2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m,…

A: Pressure head at A, hA=80 m Pressure head at B, hB=52 m Head loss, H=80-52=28 m Hazen William…

Q: 4.5.4. If the pressure difference bet will be the flowrate? The pipes are 10° ft/s and neglect minor…

A:

Q: Figure Q4 shows there are two sections of pipes in the system, which are 38m long of 5 cm diameter…

A: Given, L1 = 38 m  L2 = 45 m D1 = 5 cm or 0.05 m D2 = 15 cm or 0.15 m \ Q = 0.005 m3/s

Q: Question 4 Water flows upwards in a vertical (plane) pipe line of gradually varying cross section…

A: Given- Head difference between point 1 & 2 = 1.5 m, Discharge Q=0.9 m3/s, Diameter at section 1…

Q: 4.) A 150mm LONG BRONZE TUBE, CLOSED AT ITS END IS Diameter, D = 80 mm Thickness, t = 3 mm 8 0mm IN…

A:

Q: H.w.: As shown in figure below, determine the pressure at point. A- Hg Ans.: 12.164 KPa Va cuum…

A:

Q: The discharge flowing down the pipe is 0.03 m3/s and the pressure at 2 is 20kPa. Assuming the losses…

A:

Q: without rupturing. Determine the maximum length, 1, allowed if the roughn 00015 ft and the flowrate…

A:

Q: For the hydraulic system shown below. 1- Determine the resistance and discharge of each pipe. CLO1,…

A: Given, PA=100 KPa Head=PA9.81=10.19 m Net head =10.19+40=50.19 m Let head loss in pipe 1 =△h1 Head…

Q: Water flows with a discharge of 0,02 through a SG pipe reducer as is shown in the Figure 1. The…

A: Given Q=2D1=3mD2=1mGoil=S.G=0.7

Q: Three pipes 1, 2, and 3 are connected in parallel and a fourth pipe is connected at B. The…

A:

Q: In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000…

A:

Q: As shown in the figure below, the smaller pipe is cut off a short distance past the reducer so that…

A:

Q: Water flows from reservoir A to B through the three concrete pipes shown below. Assume that concrete…

A: GivenH=20mL1=2500md1=400mm or D1=0.4mL2=1850m, d2=300mm or D2=0.3mL3=800m, d3=200mm or…

Q: 3. For the system shown below compute the a. Flow rate, (k = 1.1m/day) Pore pressure at point B b. 3…

A: Given Data  Find 1. Flow rate, when K = 1.1 m/day 2. Pore pressure at point B.

Q: Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the…

A:

Q: Refer to the illustration below. A C B D Solve for the following: 1. Headloss in meters at Pipe A 2.…

A:

Q: 6. A water is supplied through the pipe network system as shown below. The reservoir water level…

A:

Q: If the pressure in pipe

A: In a differential manometer, contains water at both the points A and B, and the gage fluid with…

Q: Q.2.8 MASS FLOW AT A PIPE JUNCTION Consider the s. tv low in a water pipc joint shown in the…

A:

Q: The diameter of a pipe carrying oil (s=0.92) changes gradually from 400 mm at A to 600 mm at B.…

A: To Determine (a) The direction of flow; (b) the frictional loss between the two points.

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: From section 1 at p₁-750 kPa, water flows through a galvanized iron pipe of 50 mm inside diameter…

A: Given, P1 = 750 kPa  D = 50 mm L = 40 m  Q = 0.015 m3/s

Q: Question: The rainwater discharge system in the figure with a width of b=1 m perpendicular to the…

A: Solution

Q: Water (density = 1.94 slugs/ft³; kinematic viscosity = 0.000011 ft²/s), is pumped between two…

A: Solution: Apply the Bernoulli equation between points 1 and 2 located at the water surface elevation…

Q: L For the figure shown, determine the elevation at c. Use Darcy-Weisbach formula to compute for the…

A:

Q: A pipe conveys water with velocity 360 m/min and pressure gauge shows 5 bar pressure under which the…

A:

Q: D washer (2) n holes of diameter D. To reduce water consumption, a washer is installed in the shower…

A: Velocity in the pipe without reducer at section 1 and at the outlet (considering it as 2):…

Q: Q1: Find the equivalent pipe for the loop shown below, also find the pressure at point C if the…

A: Given, Q=252 m3/hr=0.07 m3/sec Pressure at Point A=450 Kpa CHW=100 PIPE AB BC AC DIAMETER 200…

Q: Orifice meter with orifis cross-section 0.00785 m2 is inserted in a pipe of cross-section 0.0314 m2.…

A: Given: Orifice cross-section, A1 = 0.00785 m2 Pipe cross-section, A2 = 0.0314 m2 Upstream pressure…

Q: 7.30 FLUS For this refinery pipe, DA = 20 cm. Dg = 14 cm, and L= 1 m. If crude oil (S = 0.90) is…

A:

Q: Water flows steadily downward through the pipe shown in the figure below. Viscous effects are…

A:

Q: Q2: Find the diameter of the pipe 2 in the loop shown below which contains two pipes connected in…

A: ##Calculation of diameter of Pipe 2 using hazen Williams equation

Q: Steel tube shaft having length 3mm and diameter 50mm subjected to axial compressive force 55 k N and…

A:

Q: :-For the horizontal water pipe shown , find the change in diameter if the far and of pipe is : a)…

A: given data h= 85m   we have to determine the change in diameter

Q: /For the horizontal water pipe shown, find the change in diameter if the far and of pipe is: a)…

A: Given  D=300 mm  t=8mm  E= 200 GPa

Q: The pressure gauges are inserted at A and B in a vertical pipe converging water.  The diameters at A…

A:

Q: Ex. For the square loop shown: 1. find the discharge in all the pipes. All pipes are 1 km long and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a…

A: Given -

Q: ill be the flowrate? The pipes are galvanized iron with k, = 0.0005 ft. Take v = 1.06 x 5 ft/s and…

A: To find:Flow rate

Q: (Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node,…

A: g= 9.81m/s2 =32.19ft/s2