Analyze the pipe network system by hardy cross method. 20 m3/min 5 m3/min 1500m 445mm 1000m 800m 225mm 405mm 1100m 305mm 10 m3/min 5 m3/min

Q: What are the possible Conclusions and Recommendations in the picture attached? Obsornes Reynolds…

A: The Obsornes Reynolds Demonstration, as described by the provided data, represents an experimental…

Q: Q2: The table below represents the vertical coordinates of the hydrograph of a rainstorm over a…

A: Given data:- Mountain area, A=770 km2 Below table is given; 72 66 60 54 48 42 36 30 24 18 12 6 0…

Q: Estimate in (m/sec) se= 1572o Pa し-30.48 n = O-000045 M= 0.01 Pa.s 1: 1200

A: step 1-

Q: Using the information and the following data that were collected for two verticals in a stream at a…

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Q: The pump in the figure discharges water at 45 lit/s, Neglecting losses and elevation changes, 1.…

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Q: Measurements on this Y duct are taken from the center of the duct. Finddimension X.

A: The measurement of dimension X can find out by using similar triangles.  The smaller (∆ABC) and…

Q: Tank is 300mm x 300mm Table 12.2 Variable Head Results Trials Head, h₁ (mm) 1 2 3 200 150 100 Head,…

A: Trials Head, h1 (mm) Head, h2 (mm) h1-h2 Time (sec) Actual Q Theoretical Q Cd 1 200 150 1.89…

Q: he volume of discharge at a specific gauging station were recorded and tabulated below. The gauge…

A: The given data is shown below: ho=20.8m

Q: Which of the following is equal to 200 grads? Group of answer choices a.3000 mils b.1/3 rev c.π/3…

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Q: Solve the following pipe network using Hazen William Method CHw =100 63 L/s 4 3 2 37.8 L/s pipe L 1…

A: Given data, CHW=100

Q: 100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 2 m 2 m Given: 30 kN/m and 20 mm

A: neutral axis from top so neutral axis from bottom=240-100=140mm

Q: How many cubic meters of water

A: Conservation of mass states that total inflow of water is equal to total outflow at a junction.

Q: (bracke 1 4 kips/ft 4 kips/ft E 6 ft + 3 ft →+ 3 ft· ect one: а. 1 b. 2 с. 3 d. 0

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Q: Using Double Integration Method for the deflection of beams analyze the given structure below.…

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Q: 400 mm В 600 mm A 3 kN m 2 kN m

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Q: Critical duration ? P2 16 days 18 days 15 days 17 days 3 R 4 3 5 U 3 W 2 2

A: A network has been shown in the above figure. We have to find out the critical duration of the given…

Q: Neglecting headloss, determine the manometer reading in the system shown when the velocity of water…

A: Given Data : Diameter of pipe, D = 75 mm = 0.075 m Velocity of water in pipe, V = 0.95 m/s To find :…

Q: A steel tape of nominal length 30 m was used to measure the distance between two points A and B. The…

A: Formula for real distance between points using method of standardization   Correct distance=Measured…

Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…

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Q: From the 352 mm by 106 1.2 m mm venturi meter (C=1) compute the deflection of in the mercury…

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Q: 8from (figure l), detenminethemomentabont Point A. 40kn 15m 150kn 421- kn 28 m 9okn

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Q: 12. CURVATURE AND REPRACTION. Two towers, A and B, are lo- cated on level ground and their bases…

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Q: s) Compute Mn. 1.200 m f- 28 MPa 1,= 350 MPa 100 mm 330 mm 500 mm 2 #36 70 mm 250 mm

A: Given data: Wf=1200 mmtf=100 mmWw=250 mmDf=400 mmf'c=28 MPafy=350 MPa

Q: 200mm diameter 400mm diameter Mercury (SG = 13.6) ↑ Water n the 200mm diameter vertical venturi…

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Q: 18. Water flows through a horizontal Venturi meter having an inlet diameter of 30 cm and throat of…

A: 18. Water flows through a horizontal Venturi meter with an inlet diameter of 30 cm and throat…

Q: 20kN/m 20kN/m 1m 2m 1m 1m 5m

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Q: Calculate the sprinkler system capacity from the following data: Number of laterals in the main = 3…

A: Given, Number of laterals= 3 Length if each lateral = 12m Spacing between the sprinkle St=12m Water…

Q: 0.195m 0.412m D C 0.412m 0.195m F G 0.195m cable 1799 N capacity A E 0.299m 0.299m 1. Find load W.…

A: Equations of equilibrium can be used to calculate the answers

Q: By using equivalent length method, what is the equivalent length considering minor head losses of a…

A: Length of pipe = 2000 m  Short radius elbow= 3 Gate valve wide open =2  Angle valve fully open= 3…

Q: Question: Cd= 1:0 = 0=1cm @ Derive The Equation Of Motion In Terms Of Height 2 Time For... cd-lo…

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Q: y 58KN 300 300 400 20KN 400 33KN

A: by the diagram take triangle calculate angle tanθ=300400as sin θ=300500 and cosθ=400500 taken the…

Q: ame 2.20 Stuation VII: Water flows from a reservoir A with water surface elevation 150 m above sea…

A: As per our guidelines it is required to answer only first one. So please repost other as separate…

Q: In figure, from data find the velocity in the opening (jet)? by ft/s

A: Solutuion-The given values are aas follows,H = 750 mm or 0.75 mTo Determine,The velocity in the…

Q: 8 The following data are obtained from the current meter gauging of a stream, at a gauging sta-…

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Q: Determine the magnitude and direction of reactionr at the rupporti. All measureme ntr are in meters.…

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Q: Water is flowing at the rate of 300 lit/sec from A to E as shown in the figure. Compute the flow in…

A: Given, Water flow rate =300 lit/sec f=0.025 LAB=300 m              LBC=600 m               LCD=600 m…

Q: a. Determine the maximum bending stress on the section o. Determine the maximum shearing stress at…

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Q: Q/ The following sketch include inverting readings of some stations. Construct a table of complete…

A: Given data  Bench mark Inverted staff 3 change points

Q: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

A: Given:-  Pipe diameter = 0.450 m Kinematic Viscosity of crude oil = 0.0000232 m2/s Dynamic Viscosity…

Q: Critical duration ? P ם 2 16 days 18 days O 15 days O 17 days > 3 R 4 S S3 5 U 3 W 3 2 2

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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.