9. Glycerin (SG = 1.26) and μ = 1.49 Pa.s) flows through a rectangular conduit 300 mm by 450 mm at the rate of 160 li/s. Is the flow laminar or turbulent? Determine the head lost per kilometer length of pipe. a) 35.27 m b) 45.37 m c) 47.23 m d) 50.23 m

Q: Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of…

A:

Q: Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter…

A: Friction factor f = 4F = 4×.002 = .008 Total inflow = Total net flow at junction CQ1 = Q2 + Q3Q1 =…

Q: 2. Compute the rate of flow in a pipe with diameter300 mm for a length of 900 meter having a head…

A:

Q: Given a portion of a water supply pipe network system below. Determine the flow in each pipe and the…

A: Solution: The given network is:…

Q: Water flows from reservoir A to B through the three concrete pipes shown below. Assume that concrete…

A: GivenH=20mL1=2500md1=400mm or D1=0.4mL2=1850m, d2=300mm or D2=0.3mL3=800m, d3=200mm or…

Q: . For the pipe system shown in the figure, n = 0.015 for all pipes and the flow in pipe 4 is 12 cfs.…

A: Given:- n=0.015 flow in pipe 4= 12cfs To find:- a) head lost in pipe 1 in feet b)total head lost in…

Q: Q1) A pipe line 30 cm in diameter and 3200m long is used to pump up 50 kg/sec. of an oil where its…

A:

Q: Three pipes of different lengths and diameters connected in series, discharges 160 liters per…

A:

Q: The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and…

A: g =9.81m/s2 = 32.185 ft/s2  Q1 = 50ft3/s

Q: A 0.0075 m2 orifice is attached at the side of a tank with a head of 6.7 m. The coefficient of

A:

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

A:

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

A:

Q: There is a leak in a horizontal 30 cm pipeline (f= 0.025). Upstream from the leak two gages 600 m…

A:

Q: servoirs A, B and C, respectively, and meet at junction D. The elevation of A is 300 m while that of…

A: Given  Discharge through pipe 2 = 560 l/s

Q: flow rate of 10 m3/s. Initially, the surface of the tube is 2 m2 and the section decreases until it…

A: The below shows the diagram,

Q: 3. If the velocity of flow in a 500mm diameter cast iron non- rigid pipe with modulus of elasticity…

A:

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

A:

Q: Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a…

A:

Q: 1. The total head loss from A to D in the looping pipe system below is 9m. Assuming C = 120 in all…

A: HLAD = 9 m C = 120 Q = 50 L/s or 0.05 m3/s

Q: Dil (SG = 0.85) with a kinematic viscosity of 6 × 10−4 m²/s flows in a 15 cm diameter pipe at a rate…

A: Kinematic viscosity (ν) of the oil = 6 x 10-4 m/sDiameter of the pipe (D) = 15 cm = 0.15 mFlow rate…

Q: The flow rate in a 300 mm diameter pipe is 0.226 m³/s. The flow is known to be turbulent and the…

A:

Q: For the pipe network shown, the flow of water from A to the first junction is 0.055 cubic meter per…

A: as per the our guidelines we are suppose to solve only 3 subpart prepost question . kindly repost…

Q: Reservoirs A and D are connected by a pipeline system as shown below. The water surface elevations…

A: Given, Surface elevation of reservoir A = 100 ft Surface elevation of reservoir B = 80 ft

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

A:

Q: 1.) SAE 10 oil at 20° (ρ=869 kg/m³, μ=8.14 × 10-2 N•s/m²) flows in a 200 mm diameter pipe. Find the…

A: For laminar flow the Reynold's number is given by: Re=ρVDμ≤2300 Where, ρ = Fluid density D =…

Q: THERE IS A LEAK IN A HORIZONTAL 300 M IAMETER PIPELINE. UPSTREAM FROM THE LEAK TW AGES 600 METER…

A: Diameter =300mm Length =600m

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: step 1-

Q: 1. A 1 meter diameter pipe 1400 m long has a discharge of 600 liters/ sec a. Compute the head loss…

A: head loss - loss of head due to friction among layers of liquid particles.

Q: Q. If the flow rate of water through the pipe system shown in the following figure is 0.050 m^3/s…

A:

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: In this question pipes are given in series Pipes Dia is400 mm ,350 mm and 300 mm Friction factors…

Q: 1. Water flows in a 400 mm diameter pipe at the rate of 500 liters per second. The pipe has a length…

A:

Q: 3. A fluid (p = 0.07088lbm/ft³, µ = 0.04615 lbm/ft-hr) is to be transported through a 400 ft long…

A:

Q: The total head loss from A to D is 14 m. a. Calculate the discharge at pipeline 3. b. Calculate the…

A:

Q: Water with kinematic viscosity equal to 1.02x10^-6 m^2/s flows in a 1000m long. 150mm diameter pipe…

A:

Q: At Point A, in a pipeline carrying water (y=62.4 Ib/ft^3) the diameter is 4.0 ft, the pressure is 10…

A:

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.