Water is flowing  in a 100 mm  diameter Mild Steel (MS)  pipe of  length 180  m as shown  in the figure. The  reservoir water level  remains constant. Determine the flow rate. Use Darcy Weisbach formula with loss coefficient method and Darcy Weisbach formula with effective pipe length method.

Q: A fluid with unit weight of 6.67 kN/m² flows, from a 0.3 m diameter pipe inside of which the…

A: The unit weight is γ=6.67 kN/m3. The pressures are P1=300 kPa, and P2=120 kPa. Apply the continuity…

Q: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is  Flow into a…

Q: Q3: A. Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy…

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Q: Problem: Three pipes of different length and diameters connected in series as shown discharges 160…

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Q: Water Supply from an Unconfined Aquifer Question 1. Water will be supplied with pump from a well in…

A: Given Hydraulic conductivity k=0.003 m/sand maximum velocity of flowVmax=k30=0.00330=0.01…

Q: Two reservoirs 1500 m apart have a water surface elevation difference of 18 m. A cast iron pipe with…

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Q: Two reservoirs are connected by two pipes P and Q. The pipes have the same diameter and length and…

A: Given data: Two reservoirs are connected in parallel by two pipes P and Q. Friction factor of P is 9…

Q: Current Attempt in Progress Determine the elevation difference, Ah, between the water levels in the…

A: So,Using pressure equation between both tanksPA-γwh+Sγw0.4+γwh-0..4+γwΔh=PBTaking PA=PB=PAtm=0

Q: Pipe Length (m) Diameter(m) Friction factor, f AJ 1800 0.40 0.020 BJ 2000 0.50 0.025 CJ 4000 0.80…

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Q: A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is 0.61…

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Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

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Q: A confined aquifer underlies an unconfined aquifer as shown in the illustration below. Given the…

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Q: what power must the pump supply in HP to allow this flow?

A: Given:- Discharge, Q=0.35 m3/sHead loss is equal to twice velocity head in 30 cm pipe To find:-…

Q: Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine…

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

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Q: Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400…

A: Given: Two pipes connected in parallel,L1 = 2000 m     L2 = 1400 mD1 = 160 cm    D2 = 800 mmC1 = 120…

Q: m 2. Find the maximum amount of w n be pumped from the well in an aqu /day and S = 8 x 10-³ in order…

A: Jfjgpjg gigg jihohohohoghihohohoh  Hobobohoh

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: blem: ew water supply system project will be implemented. If the design parameters for the…

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Q: A well is installed in a unconfined aquifer. Determine the drawdown (ft) at the well if: the radius…

A: R=500ft H=95ft

Q: C Q=0.050 m³/s Boru 2 K=2 Q=0.020 m/s Boru 3 K3=4 Q=0.037 m/s Boru 5 Kş=1 QB=0.050 m³/s B Boru 1 A…

A: Given data  Incoming discharge  Outgoing discharge  Roughness K

Q: 10. Water is flowing in a straight 150 mm diameter, high density polyethylene (HDPE) pipe installed…

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Q: Q1, ( through a filter and then is circulated back to the tanks as shown below. The flowrate is 0.08…

A: Given, Q = 0.08 cfs v = 1.21 x 10-5 ft2/s

Q: The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor…

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Q: 2-A water well is fully penetrates a confined aquifer, as shown in the figure, the external radius…

A: Given: A water well that penetrates a confined aquifer as shown below Length of screen = 25 m and…

Q: Q2 Figure Q2 shows a cross section of a river at Sg. Melaka treatment plant. Using data in Table Q2,…

A: Solution by Velocity-Area method by Mean-Depth

Q: For the pipe network given in the figure, the pipe flow rates in the intermediate lines, the given…

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Q: A pump is installed in the pipeline between reservoirs A and E as shown in the figure below. Water…

A: Given, Hazan Williams  coefficient =120 discharge Q=10 ft3/s Elevation A and B is 25ft and 40 ft

Q: As figure shown, Q1 = 4 ft/s splits into two equal flow rates and p1 = 20 psig. Neglecting losses,…

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Q: Question- A pipe of 324 mm diameter, having friction factor as 0.04, connects two reservoirs with 15…

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Q: Current Attempt in Progress Determine the elevation difference, Ah, between the water levels in the…

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Q: Two reservoirs are connected by two pipes P and Q. The pipes have the same diameter and length and…

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Q: a discharge of 700L/s flows through a pipe having a diameter of 400mm and a length of 60m long.…

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Q: Example 8: A flocculation basin is designed to treat water of 1 m³/s flow rate. The length of the…

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Q: As figure shown, Q1 = 4 ft³/s splits into two equal flow rates and p1 = 20 psig. Neglecting losses,…

A: Calculate pressure at point 2 and 3,P2 and P3=?

Q: 0 ft (assume this is 1000.00 ft). The flowrate in the system from ervoir is 5 cfs. Assume the water…

A: Solution-   (a)  Hazen williams equation:        hf =4.73lQC1.852-1d4.87    here , For first 1000 ft…

Q: Water is being discharged from an upper reservoir to a lower reservoir through a turbine (assume 80%…

A: Given  Discharge = 0.15 cumec Efficiency = 80%  Height difference = 197.3- 50 = 147.3 m To calculate…

Q: Two reservoirs are interconnected with a piping network as shown in Figure 3. Water is drawn off at…

A: The figure given is 2 reservoirs interconnected with a pipe network Head between two reservoirs is…

Q: Q. 2: In certain location of AL Qurayyat water was transported from Wadi Dayqah Dam with the help of…

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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: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

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Q: A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is…

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Q: Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the…

A: Step: 1 Reservoir is large lake in a particular area, city where water is stored for various…

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.