Write legibly Complex Pipeline System_Parallel Pipes 1. The pressure heads at junctions A and E are 70.0 m and 46.0 m, respectively, in the given parallelpipe system shown in the figure. The flow rate of water entering junction A is 0.30 cms. Assuming that the Hazen – Williams roughness coefficient C = 120 for all pipes, determine the flow rate through each branch of the loop. For the solution, use the Hazen – Williams formula. Answer: a. Pipe ABE = _______________________ cms b. Pipe ACE = _______________________ cms c. Pipe ADE = _______________________ cms

Q: A certain part of cast iron piping of a water distribution involves a parallel section as shown in…

A:

Q: Two horizontal pipes in series , each 1000 ft long and discahrges water at the rate of 4.75 ft^3/s,…

A:

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

A:

Q: Calculate the water speed in ft/s at point (cross-section) (2). V₂ = eTextbook and Media Save for…

A:

Q: Variation of water depth (y) in a gradually varied open channel flow is given by the first order…

A:

Q: A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown in…

A:

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

A:

Q: This cross-section shows steady incompressible flow in an open channel. Copy the figure, then add…

A: To find: Draw the EGL and HGL.

Q: Water flows over a smooth submerged object in a channel of width 1.2 m. The water depth upstream of…

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: Using the loop method, determine the flow rate in each pipe in the figure. Please use the Hazen-…

A: This question related to subject fluid mechanics. In this question find out flow rate using hazen-…

Q: ble 12.2: r turbulent flow in pipes (sr

A: solution of above problem is below:

Q: The cross-sectional area of a channel is given below. Solve for the discharge if n = 0.02 and S =…

A:

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: luid mechanics

A: Given That,  Discharge = 25 m3/s width = 4 m Deapth = 1.2 m maninngs n = 0.012

Q: A circular pipeline stretches 202 miles from an initial elevation of 510 ft to a final elevation of…

A:

Q: The design of a city water supply is shown below. Pipe 1 is 300 mm diameter and 900 m long, Pipe 2…

A:

Q: The elevations of the three-reservoir system are shown in the figure. Considering the pipe data…

A: Given:- The elevation of reservoir A = 150 m  The elevation of reservoir B = 120 m The elevation of…

Q: 16. In the following pipe system, water discharge in pipe 1 is given as Q₁-1.2 m³/s. The upstream…

A: Given :- Q1= 1.2 m3/s  ZA= 100 m  ZB= 80 m  kinematic viscosity, v=1×10-6 m2/s Pipe L (m) D (m) ε…

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: solve

A: Step 1:Note- Diameter from the last equation, I have calculated with the help of calculator. please…

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: State the assumption in Dupuiť's solution. Show that using this assumption, Casagrande's confocal…

A: Introduction- About engineering piqued his interest in economics, which he self-taught. His 1844…

Q: The pipe network of two loops as shown below has to be analyzed by Hardy Cross method for pipe flows…

A:

Q: If the head loss in an 8 km long cast iron pipe carrying water at a rate of 1.42 m^3/s is not to…

A:

Q: A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower…

A:

Q: 347 m 342 m A 600 m 302 m B 600 m 320 m 600 m vana D 302 m.

A:

Q: Water flows downward in a pipe of 600 mm diameter at the rate of 2 m³/s. It then enters a conical…

A: Rate of flow Q=2m3/sdiameter of conical duct DA=600mm.Diameter of conical duct DB=300mm.Length of…

Q: In using Darcy-Weisbach equation for flow in a pipe, the friction factor is misjudged by + 25%. The…

A: Flow in a pipe case-Misjudgement in friction factor = +25%To Find-The resulting error in the…

Q: The figure shows the cross section of a channel carrying water. Determine h, b and that minimize the…

A:

Q: .No..... A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil…

A: Appreciate if there is detailed workings with explanation for ease of understanding. THANK YOU !

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.