A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe. Submit a copy of your solutions reflecting the following: Tabulation or computation of the K values. Assumed discharges of each pipe and its direction for the first trial. 1st and last iteration tables only with the correctional discharges for each loop. Illustration showing the actual discharges and direction on each pipe. MS Excel file or the spreadsheet program. DARCY WEISBACH EQUATION f= 0.02  E= 2

Q: For the given information: Flow equation: Qa= Cd A2 V2gAh , Where Ca is the discharge coefficient.…

A: 1). Qa(L/min) Qa (m3/s) h1 h2 h1-h2 (mm) h1-h2 (m) (h1-h2)0.5 2 3.33*10-5 70 65 5 0.005 0.07071…

Q: Problem 5.1 Following is the data for a rating curve given in Table 5.8. Extend this rating curve to…

A: Considering the Logarithmic method Q=aH-cbtake c=0.3logQ=loga+blogH-0.3

Q: A venture meter with diameter of 0.15 m at the throat is installed in an 0.45 m water main. A…

A:

Q: 10. Water is flowing upward at 1.676 m/s through a vertical piping system consisting of 3" sch40…

A:

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: estimate the size of a container to be used

A: persons = 192 The average occupancy rate for each living unit is 3.1 personsNeed to findthe size of…

Q: The diagram below shows a pipe network system. Two connecting reservoirs, 1 and 2, have water level…

A:

Q: b) The following information has been collected in the lab during "Head Loss in Bends and Fittings"…

A: Part B answer Given data Manometer readings for sections before and after a bend: h1=326 mm and h 2=…

Q: A plot of pump net head as a function of pump volume flow rate is shown below. What are the names of…

A: KINDLY NOTE, as per our guidelines we are supposed to answer only the first question in case…

Q: Calculate the velocity V m/s at a pipeline cross section where the total head, H is 54.6 m, the…

A: ###Determination of Velocity in Pipe at given Section of pipe #### Using bernoulli equation##

Q: A V-notch having vertical angle of 90° is used to measure the discharge through a channel. If there…

A: Given: Notch angle, θ= 90° Error in measuring the head, dH = 4.5 mm Estimated discharge, Q = 18 lt/s…

Q: Problem 6. A cement-lined ductile iron pipe transfers water from a power plant to a cooling tower.…

A:

Q: Calculate the NPSH available for each of the cases indicated in the figures for the following data:…

A: Discharge (Q) = 2000 gpm = 2000×0.00378560 = 0.126 m3/sLength of pipe (l) = 6 mDiameter of pipe (d)…

Q: A pitot tube was installed in a pipe section and showed a maximum height of 100mm. What is the flow…

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Q: Pick up the incorrect statements from the following: 1. Cast iron pipes are structurally stronger…

A: Answer - 2. Sonocsope is used as replacement of venturimeter for discharge measurement. Explanation…

Q: You run an experiment to estimate the water flow rate of the drip irrigation system in the Elon High…

A: Given data, Diameter = 11.2 cm Time t = 2 hrs.

Q: You are given a data set that has a mean of 3,753 cfs and a standard deviation of 859 cfs. Determine…

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Q: 1. Using the tables below. Assume system failure if failure occurs < 0.5000. a. b. Calculate failure…

A: Failure Rate = (number of components)/( Sum of total failure time) = 10/(…

Q: Suppose we have planned to design a hydraulic system.In this aspect, the pump selection is to be…

A: In hydraulic system minimum diameter of pipe is used so that high pressure can be maintained in…

Q: A well in an unconfined aquifer was pumped at a rate of 900 m³/day. Drawdown was measured in a fully…

A: Given, Flow rate (Q) = 900 m3/day Radial distance (r) = 85 m

Q: A hydraulic jump occurs in a rectangular channel having a discharge of 3.45 m^3/s of water per meter…

A: For hydraulic jump in rectangular channel we have formula2q2g=y1y2(y1+y2)

Q: c) Name the fitting from the lab experiment (excluding the valve) that should have the highest head…

A: In laboratory experiments involving fluid flow, the fittings used can have a significant impact on…

Q: An electronic scale at an automated filling operation stops the manufacturing line after three…

A: Let x denotes the number of packages detected until the third weight packages is detected. Given -…

Q: if you are given the following data, which are demonstrated also in Figure below.  H = 1 meter h =…

A:

Q: Discharge (dis) vs Return Period (years) 10000, 8000- 6000 4000 2000 50 100 1.5 Return Period…

A: The solution for the above case is D is the correct case

Q: A pipe network is shown below. For the determination of the magnitude and direction of flow in each…

A: Introduction- Water supply for humongous urban as well as industrial  is provided by distribution…

Q: Find the head loss (ft) in a pipeline consisting of 90 ft of 2.1 in. diameter. The flowrate is 1.4…

A: Head Loss=? Length of pipe = 90 ft Diameter = 2.1 ft Flow rate = 1.4 ft3 Mannings coefficient =…

Q: 6-13. A 50-year annual series of peak river discharges with a mean of 2000 m/s and standard…

A: Given: Mean Discharge x¯= 2000 m3/ sec Standard Deviation (σn-1)= 500 m3/sec Recurrence Period T =…

Q: Three reserviors P, Q, and R are interconnected by pipes as shown in the figure (not drawn to the…

A:

Q: A 150mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown.…

A:

Q: Problem 1 x=8 A scaled model of a proposed dam is used to predict the flow conditions in the…

A: Given data:

Q: Problem 1 The pipe assembly shown has the following properties: Pipe Length (ft) Diameter (in) 2000…

A: Darcy - Weisbach Equation  hL = fLv2D2g  where  hL = Head loss L = length V = velocity D = diameter…

Q: The discharge in a rectangular channel is given as Q = V*W*H, where V is the measured velocity, W is…

A: The given data is as follows:

Q: use table measurements to calculate discharge, measured head loss, adjusted head loss Data Table 1:…

A: For the trial 1 -  Discharge -  Q = .46 Ls = .461000 = .46×10-3 m3sec   Measured head loss = Head…

Q: The water passes through a rectangular notch in the weir that is 1.5 meters wide and the height of…

A:

Q: a concrete sewer pipe 2.5ft in diameter is laid so it has a drop elevation of 1.0 ft per 800 ft in…

A: Given data:- The given diameter of the pipe is, d=2.5 ft the given drop elevation is 1.0 feet to 800…

Q: Using the information below, select the correct answers below: CiAna 360 C = 0.60 A (ha) = 70 Time…

A: C=0.6A=70 haLength of travel=8000 mElevation difference= 25mh=1mTo find- Discharge

Q: The Answer maps the head required to produce flow in a given system. The Answer describes the…

A: two graphs showing details of head to produce flow and other flowrate to total head

Electronic Spreadsheet

Tabular listing has many advantages ranging from time management to efficient scheduling of tasks. Electronic spreadsheets allow the user to tabulate and analyze data, using its easy-to-use interface. An electronic spreadsheet is a staple application used among accountants, management staff, and IT professionals. It is used in various sectors worldwide for data management. An electronic spreadsheet is a system and computer software that could be used to do numerical computations automatically. Spreadsheet application programs are often organized as a table with rows and columns. Each row and column intersect to form a cell, which may be used to store data. These data can take the form of a written label, a number, or a formula that combines information from other cells.