There is a leak in a horizontal 30 cm pipeline (f= 0.025). Upstream from the leak two gages 600 m apart on the line show a pressures difference of 140 kPa. Downstream from the leak two gages 600 m apart show a pressure difference of 126 kPa. How much water is being lost from the pipe? a. 5 L/s b. 11 L/s c. 7 L/s d. 9 L/s

Q: Two tanks with a difference in water levels of 180 m are shown in Figure Q4. The tanks are connected…

A:

Q: The intake in Fig. 3.1 has cross-sectional area of 0.74 m2 and water flow at 0.40 m/s. At the…

A:

Q: In a pipe 300 mm in diameter, water flows over a length of 300 m, connecting point A, at topographic…

A:

Q: Water flows through a pipe at 144 L/s that changes gradually in diameter from 188 mm at point A to…

A:

Q: A pipe 300 m long has a slope of 1 in 100 and tapers from 1.2 m diameter at the high end to 0.6 m…

A: Given:- The length of the pipe = 300 m  The slope of the pipe = 1 in 100  The diameter at the high…

Q: The diameter of a pipe carrying water changes gradually from 150 mm at A to 450 mm at B. A is 5 m…

A: Given data,  Diameter at A = 150 mm Diameter at B = 450 mm Pressure at A = 70 Kpa Pressure at B = 50…

Q: The pressures at the ends of 605m long horizontal pipe flow are 350kPa and 270kPa. The pressure at…

A:

Q: in a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have Problem been…

A: Specific gravity of oil=0.8 Density=0.8*1000=800kg/m^3 Dia at A Da=16cm=0.16m Area at A,A1=0.02m^2…

Q: Problem 4: Water flows inside a system made of two pipe sections with diameter D =1.5 fi and D, =0.5…

A: Given data - D1 = 1.5 ft , D2 = 0.5 ft. The manometer reading are h1= 0.75 ft and h2 = 0.25 ft.…

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: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr  =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: The pressure at point 2 shown in Figure is not to fall below 4.14 Bar when the flowrate from the…

A:

Q: PB = 2.3 PA 2 bars 30° 2m

A: Pressure at A, PA=2 bars =200KPaPressure at B, PB=2.3 bars =230KPa.Diameter of pipe at A,…

Q: In a vertical pipe conveying oil of specific gravity 0.8, two pressure gauges have been installed at…

A:

Q: As part of a flow and pressure analySIs, a rectangular pipe loop with a length m and width of 300 m…

A: Equivalent pipe means a pipe which can replace existing compound pipe while carrying same discharge…

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: 18. Three pipes 1, 2 and 3 from three reservoirs A, B and C, respectively, meet at a junction whose…

A:

Q: A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the…

A: Continuity Equation Continuity equation is established on the principle of conservation of mass, it…

Q: The diameter of a pipeline at point 1 is 75 mm and at point 2 is 25 mm. Points 1 and 2 are at the…

A: Consider the following figure. The specific gravity is G=1.4. The pressure head at point 1 is,…

Q: The pressure at a point inside a horizontal domestic pipe is 30 psi. It has a diameter of 4-in. and…

A: The total head is the addition of the velocity head, pressure head and the elevation different and…

Q: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

A:

Q: There is a leak in a horizontal 30 cm pipeline (f= 0.025). Upstream from the leak two gages 600 m…

A:

Q: 0.5 m B 30 mm 5 m 8 m/s 50 mm 3 m mm

A: Given Data: Water flows into the Tee at 8 m/sec. It flows under a pressure of 40 kPa. Velocity of…

Q: A valve is suddenly closed in a 200 mmø pipe. The increase in pressure is 700 kPa. Assuming that the…

A: compute the water hammer pressure in kPa at the valve if it is closed in 3 sec.

Q: Oil (SG oil = 0.95) flows at 200 L/s through a 200mm diameter pipe, 500m long. Friction factor is…

A: Given data  SG of oil = (Go) = 0.95  Friction factor (f) = 0.0225  Length of pipe (L) = 500 m…

Q: reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges…

A:

Q: Reservoirs A, B, C are connected by pipes 1,2, and 3 respectively which meets at the junction x. The…

A: This problem is solved with the help of Bernoulli's principle equations. Before solving the problem,…

Q: 2. Water (µ = 1.138x10³ kg/m-s) is flowing steadily in a 30m long and 4cm diameter horizontal pipe…

A:

Q: 1. What is the pressure at the bottom of Sunfish Pond, which has a depth of 350 feet? 2. A swimming…

A:

Q: There are three pipes and each has different friction or roughness factors below: Saint Pancras…

A:

Q: Water is flowing through a tube with the constant surface area as shown in the Figure Q2. 150 kPa 2…

A: Friction factor = 0.025 Velocity = 1.5 m/sec Viscosity of water ,μ = 8.9 x 10-4 Pa.s Length of flow…

Q: Water is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has…

A: Diameter of Siphon d = 400mm length of siphon = 12m Roughness ratio = 0.001 a) Neglecting all the…

Q: The head loss from section 1 to section 2 in the pipe system shown is 2.1m and the head loss from…

A: find the pressure at pt. 3,P3=?

Q: A) Water at 70 °C flows up a 50-ft-long conical pipe with its centerline sloping at 5° to the…

A:

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: The diameter of a pipe gradually reduces from 1 m to 0.7 m. the pressure intensity at the centre…

A:

Q: A 6 cm diameter pipe with water flowing at a discharge of 1/min. At a section, the pipe has a sudden…

A:

Q: A straight pipe AB, of length 10 m, tapers from a diameter of 40 cm at A to 20 cm at B. The centre…

A:

Q: An 800-meter-long pipe is supposed to carry water from a 5-meter- high point to a 22-meter-high…

A: Given, D = 30 cm or 0.30 m f = 0.05  Z1 = 5 m  Z2 = 22 m

Q: There s a leak in a horizontal 30cm pipeline (f=0.025). Upstream from the leak two gages 600m apart…

A:

Q: An orifice meter that has an orifice cross-section of 0.00785 m² is placed in a tube of cross…

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

Q: 1. 15C water is flowing through the tube shown in Figure 1 below at a rate of 0.20 m^3/s. If the…

A: Discharge of water in pipe, Q =0.2m3sPressure at section 1, P1 =415 KPaPressure at section 2,…

Q: Q2(b) Water (density,p = 1000 kg/m^3) is flowing in a straight new cast iron pipe of 100 mm diameter…

A: Reynold's no. is used to determine whether the flow is turbulent, transitional or laminar. Headloss…

Q: A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table…

A:

Q: Compute the lost head in a 150-mm pipe if it is necessary to maintain a pressure of 231 kPa at a…

A:

Q: A pipe has a slope of 1 in 100 and its length is 300 meters. Its diameter is 0.6 meter at the lower…

A: P1=68.07kPa D1=0.6m D2=1.2m Q=5400 lit/sec

Q: Water flows upward in a vertical 300-mm pipe at the rate of 0.222 m³/s. At a point A in the pipe the…

A:

Q: Three pipes are in parallel. The total volumetric flowrate through the network is 2.15 cumecs. If…

A:

Q: pipes connected in series, pipes AB and BC. Pipe AB is 500 m long and 30 cm in diameter while pipe…

A:

Q: You are given the flow net for the gravity dam shown in Figure below. Two piezometers (i.e.…

A: GIVEN DATA:-  FOR GIVEN GRAVITY DAM TOTAL HEAD LOSS OR SEEPAGE HEAD=60-6=54FT NUMBER OF FLOW…

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?