Question 1: The PVC pipeline (ε = 0.0015) depicted in figure below is 150 m. Determine the diameter of the pipe that can provide a flow rate is 0.8 m³/s if the height h is 12 m. Ignore minor losses. water temperature is 4°C. V= 497 x 10-6 (T+42.5)1.5

Q: PROBLEM 04: The fluid in the figure is water, with the surface 20m above the datum. The pipe is 15cm…

A: we will use bernoulli equation.

Q: Problem #1 (Pipes Iterative Analysis): Water at 70°F flows through 100 feet of pipe 10 inches in…

A: Given, T=70°F Length of the pipe L= 100 feet D= 8 inches =0.67 m ε=0.00085 ft Head loss in pipe…

Q: In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000…

A:

Q: Question 20 There are three pipes and each has different friction or roughness factors below: Saint…

A:

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…

A:

Q: For the pipe network shown in the figure below, what is the flow rate in pipe BA? C O 350 GPM 422…

A:

Q: Q4. B) Plotting the Energy Gradient Line (EGL) or Total Energy Line(TEL) and Hydraulic Grade Line…

A: Given, V1 = 36 ft/s  Hm = 0.25 ft

Q: please solve

A: Step 1:Step 2:Step 3: Step 4:

Q: Please show illustrations. If the water surface elevation in reservoir B is 110m, what must be the…

A:

Q: A horizontal Venturi flow meter consists of a converging-diverging conduit as indicated in the…

A: The volume flow rate Q of a fluid is defined as the flow rate of fluid through a given…

Q: 2. From the figure shown, pipe AB is 400m long, 200 mm in diameter and f= 0.003, pipe U is 300 m…

A: PipeLength (L)  mDiameter (d)   mFriction factor…

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

A: solution of above problem is below:

Q: SITUATION 1: The total head lost from points A to E in the figure shown is 15m. Assume f = 0.02 for…

A:

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: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

A:

Q: ill be the flowrate? The pipes are galvanized iron with k, = 0.0005 ft. Take v = 1.06 x 5 ft/s and…

A: To find:Flow rate

Q: a. Find an expression for V₂. b. Find the initial time that V₂ first is zero. c. Find the mean…

A:

Q: Determine the water flow rate of hydraulic system shown in Fig. (neglected the . minor losses) $00…

A:

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: Q10. The three water filled tanks shown in the figure are connected by pipes as indicated. If minor…

A: To determine:the flow rate in each pipe.

Q: The volumetric flow through the pump in the figure is Q = 0.014 m3 / s. The fluid being pumped is…

A:

Q: Water is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has…

A: Diameter of Siphon d = 400mm length of siphon = 12m Roughness ratio = 0.001 a) Neglecting all the…

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

A:

Q: As shown in Figure 7, assume that the head loss in the pipe is given by hi = 0.014(L/D)(V 2/2g),…

A:

Q: The three water-filled tanks shown are connected by pipes as indicated. If minor losses are…

A: Pipe 1: Elevation: Diameter of pipe: Length of pipe: Friction coefficient: Pipe 2: Elevation:…

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: Ex Oil flows steadily in a vertical pipe. Pressure at z=100m is 200 kPa, and at z=85m it is 250 kPa.…

A: p100 = Pressure at 100 m elevation = 200 kPap85 = Pressure at 85 m elevation = 250 kPaz100 = 100…

Q: 5. Determine the pressure head elevations at B and D and the discharges in the branches in the…

A: From question length and diameter of each pipe is given.Roughness coefficient of each…

Q: Given the set-up shown in the illustration, find the following: a. Equivalent coefficient of…

A:

Q: The flow rate for the pipe system is 0.050 m³/s with a total head loss of 12 m. Use C = 120 for all…

A:

Q: Q.1.17 MASS FLOW AT A PIPE JUNCTION Consuer the steady flow in a water pipe joint shown in the…

A:

Q: 2000 m 45 cm ở Q= 400 litres/s 600 m 30 cm 6 FIGURE D

A: Given that....

Q: The graphic below shows a reducing section that is part of a vertical pipeline. The pipeline…

A: Given, S = 0.8 Q = 0.6 m3/s P1 = 200 kPa L = 450 mm or 0.45 m

Q: The figure illustrates a piping system with three tanks. Determine the flow rate of each pipe using…

A:

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: 3. A horizontal pipe 1.0 m in diameter and 2.50 km long takes off from a reservoir 100 meters below…

A:

Q: Water flows through the pipe contraction shown in the figure below. For the given d=0.11 m…

A: D1= 0.12 m   ,    D2= 0.04 m    ,   d= 0.11 m

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.