3. Flownet shown below, dimensions in meters. Point A is located 12m below the base of the dam. Calculate the pressure head at point A. Show your work and circle your answer. 45.0 3.0 12.9 20.0 m 5.0 TUT -1.0 10 A G DATUM m 34.0

Q: 1-The storage tank shown below is to be used to supply a community such that the pressure at Point B…

A: Q= ,  , D = 600mm=0.6m , L = 1000mTo Determine: Water Depth(h) in the tank that will meet the design…

Q: A reservoir is filled with 4 m of water. A pump of area 0.009 m² at the bottom of the reservoir is…

A: ###Determination of flow rate Q through pump ##

Q: identify the type of manometer and then solve. Determine the difference in 02 pressure between A and…

A: The given data is: h1=0.2 m h=0.15 m h2=0.3 m SGoil=0.862

Q: G Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0 – and a rate of…

A: The given data is as follows: Empirical equation, Re=0.35 Re0-G0.9m.Flow rate=300×106…

Q: Bernoulli's theorem demonstration: D ° d Water is flowing through the above venturimeter (D=22 mm…

A: Given Diameters 22 and 15 mmDischarge 0.6 l/sTo find out Pressure difference

Q: -0.13 Darcy Experiment A set-up of Darcy Experiment involves measuring the pressure head at two…

A: Given data  h1 = 24 in h2 = 11 in Length of seepage (L) = 100 in

Q: 4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means…

A: delivery pipe diameter= 200 mmsuction pipe diameter = 300mlength of suction pipe = 30 mvelocity =…

Q: Find the depth in a lake at which the pressure is 18500 lb/ft2. Recall Dwater=62.4 lb/ft3

A:

Q: Water flows through a pipe at 15 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: The values and figure given in the question are as follows: Discharge through pipe(Q)=15 L/sec…

Q: If d1=330 mm, d2=160 mm, d3=480 mm, and d4=230 mm, then find the pressure differential between tanks…

A: d1​=330 mm, d2​=160 mm, d3​=480 mm,and d4​=230 mmSg=13.6To find the difference between A and B

Q: Add the energy grade line (EGL) as a solid line and the hydraulic grade line (HGL) as a dashed line…

A: The pressure head,

Q: Gate AB in figure below is 6 m long and 2 m wide (into the paper). What is the gate minimum weight…

A: angle of inclination  θ=60°vertical height  of water =4.0 mheight of C.G of submerged gate below…

Q: gure AG E 400 mm < 1 of 1

A:

Q: Water flows through a pipe at 5 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: Given data,  P1 = 12.5 kpa P2 = 11.5 kpa P3 = 10.3 kpa D1= 50 mm D2 = 50 mm D3 = 30 mm Discharge = 5…

Q: (Bernoulli/continuity) Water flows into a large tank at a rate of 0.014 m³/s as shown in the figure…

A:

Q: Q1: For the set up shown in the following figure. Determine the total head, pressure head, elevation…

A: As head at E is more than head at B flow is in upward direction. n = Porosity = 0.34K = Permeability…

Q: .80 Water (p = 62.4 lbm/ft³) flows from the large orifice at the ottom of the tank as shown. Assume…

A: To find pressure difference at point A and B

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?