a pipeline of 600mm diameter  is 1,5km long. to increase the discharge another line of the same diameter is introduced parrallel to the fisrt in the second half of the length . if f = 0,01 and head at the inlet is 300mm, calculate the increase in discharge. neglect minor losses

Q: A pipe is to carry 3.26 X 10 -4 m³ /s flow assuming C=100, diameter=20 mm, length=27 m. Find the…

A: Given: Discharge, Q = 3.26 x 10-4 m3/s Pipe coefficient, C = 100 Diameter, d = 20 mm = 0.02 m…

Q: Estimate the transition length in a 3.5-inch SCH 40 pipe, if the Reynolds number of the flow is 2400

A: Given, D = 3.5 in Re = 2400

Q: Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter of…

A:

Q: A pipe is carrying 3.26x10-4 m³/s of flow. If C=100, diameter=25 mm, length=21 m. Determine the head…

A: Given: Flow rate, Q = 3.26 x 10-4 m3/s Coefficient of pipe, C = 100 Diameter of pipe, d = 25 mm =…

Q: At node A, water enters at a rate of 275li/s and flows out at 5 nodes with different rates namely:…

A: Solution At node A , Q = 275 l/s = 0.275 m3/s At node B , Q = 35 l/s = 0.035 m3/s At node C , Q = 80…

Q: QI - A main pipe consist of 4 segments of equal length (500m for each segment), supplying 4…

A: L1=1000 mD1=1 mL2=1500 mD2=0.5 m

Q: 1. A pipe network consists of pipeline 1 from A to B, then at B it is disconnected to pipelines 2…

A:

Q: 5. Determine the flowrates distribution in each pipe using Har B 2.5 m³/s i. ii. iii. 10 m³/s- A…

A:

Q: 791 cfs 197.75 cfs K = 1 K=4 K = 5 197.75 cfs 395.5 cfs K = 3 K = 2

A: Given :- Coefficient of friction(K) in each pipes K1=1 K2=4 K3=3 K4=4 K5=2 K6=5 n= 2 i.e. the number…

Q: I need help with part B, thank you.   Kitchen Master Bedroom 25.2 18.0 17.4 22.9 22.8 26.4 21.9…

A: MEAN:…

Q: At one section of a 300 cm wide rectangular channel, the depth of flow is 180 cm. With a bed of…

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Q: Oil flows at the rate of 0.22 m³/s in a 500 mm diameter pipeline 500 m long. Specific gravity of oil…

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Q: A pipeline having a diameter of 200 mm consists 80 m cast iron pipe with 2 gate valves, 3-90° radius…

A:

Q: A long pipeline carries 75.0 ft3/s of water from reservoir 1 to junction A, where it is distributed…

A: Given  Hazen-Williams coefficient= 150

Q: What is the strainer length required for a deep tube well giving a discharge of 8 litres per second…

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Q: A reservoir A contains water at an elevation of 45 m. and a 50 mm pipe line leads downhill from the…

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Q: 845 cfs 211.25cfs K = 1 K= 4 K = 5 211.25 cfs 422.5, cfs K = 3 >K = 4 K = 2

A: Given:- K1=1 K2=4 K3=3 K4=4 K5=2 K6=5 n= 2 (maximum 2 iteration)

Q: A pipe network consist of Pipeline from A to B, then at B, it is connected to pipelines 2 and 3,…

A:

Q: use the three fundamental equations , to solve head losses numerical problems. A discharge of 750…

A: Q=750L/s D=400mm L=65m

Q: 4. A pipeline with diameter of 850 mm and length of 4.1 km connects two fresh water open reservoirs…

A:

Q: 15. A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning's roughness…

A: Diameter of the circular pipe D = 1 m, Bed slope S = 1in 1000, Manning's constant n = 0.01, When…

Q: The two lines shown are the EGL and HGL of a pipeline. Which statement is true? A B D O There is a…

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Q: It is well known that in a parallel pipeline system if you increase the diameter of those parallel…

A:

Q: For the pipe network shown in figure 2, determine the corrected flow in pipeline CD and BC. For the…

A: Given: kAB=kCD=1kAC=kBD=2kBC=3 To find: Actual flow in CD and BC. Method used: Hardy cross method.

Q: 2. The interval of points 1 and 2 of a main pipeline is composed of 2 km long, 40 cm diameter, and…

A: Given, L1 = 2 km or 2000 m L2 = 1.5 km or 1500 m D1 = 40 cm or 0.4 m D2  = 30 cm or 0.3 m

Q: A pipe 300 m long is to convey 600 liters per second of water between two reservoirs. If the…

A:

Q: The pipeline shown in the figure A. takes water from a reservoir and terminates in a nozzle having a…

A: The given figure is shown below:

Q: 1.78 67 2.67 ies in a system having a static l inor loss coefficient of 20. Dete

A: two siphons are in seriestotal head H =80 ft  length L=1200 ftdiameter =6 inches  =612 ft' =0.5 ft f…

Q: Figure 2 shows a reticulation system. Estimate the flow rate in each pipeline using Hardy-Cross…

A: pipelength L (m)diameter  D (m)AB9000.25BC7500.2CD9500.25DA7500.2

Q: Consider the gravity pipeline shown below figure, which transmits a discharge of 0.3 m3/s. Determine…

A: Given, Head difference= 120-110                           =10 m C=100 Q=0.3 m3/s L=500 m

Q: Situation 2 Pipelines 1,2, and 3 are connected parallel to each other. The three pipes carry a…

A:

Q: A pipe network consists of pipeline 1 from A to B then at B it is connected to pipelines 2 and 3,…

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Q: For the parallel pipe system shown below, the elevation of point A is 300 feet and a pressure of 30…

A: Pressure at point A =30psi = 4320lb/ft2Elevation of point A =300ftPressure at point B = 27psi =…

Q: Oil flows at the rate of 0.22 m³/s in a 500 mm diameter pipeline 500 m long. Specific gravity of oil…

A:

Q: A pipeline of uniformly varying cross-section carries oil of specific gravity 0.87. The diameter of…

A: Given data : Specific gravity = 0.87  Diameter of pipe = 200 mm at end A  Diameter of pipe = 500 mm…

Q: 01: In the below Figure take L 1000 ft, D, 2 ft, e-0.005 ft, La = 800 It, D,-3 ft, e 0.001 ft, v=…

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Q: In a laminar flow through a circular pipeline of 20 cm diameter, the flow velocity at a hadial…

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Q: formula (n= 0.013). Make two iterations. Pipe Length (m) Diameter (mm) 1 2 900 650 250 200 900 650 3…

A: Using the discharge formula: Q=1nR2/3S1/2Ahf=KQ2K=n2Ld44/3π4d22

Q: Two pipelines A and B are connected in series. The discharge flowing in pipe A is 2500 gallons per…

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Q: For the pipeline sytem shown below determine a) DBC if LBC = "100*k" m b) LBC if DBC = 15 cm AB BC…

A: L (m)D (cm)Q (l/s)fAB100k570.02BC0.02AC200k5100.02k = 84a) LBC = 100k m, DBC = ?b) DBC = 15 cm, LBC…

Q: Q2/ A reservoir has a spillway structure with the following relationship Q = 37.5y² S = 1.5 * 106 y²…

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Q: b. The reservoirs shown in Figure 5.1 contain water at 20°C. If the pipe is smooth with length, L,…

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.