Please answer this problem using the iteration method where applicable. Thank you!
Please answer this problem using the iteration method where applicable. Thank you! Problem 2 Water flows...
Please answer the following question using the numerical
iteration method and show all steps! Thank you!
Problem 1 A duct with diameter D, surface roughness ε, and length L = 1500 feet transports air with specific weight Yair = 0.0752 lbs/ft' at volume flow rate of Q = 9000 ft/min. A pressure gradient of Ap/L is measured in inch of water per 1500 feet of duct. Use either a graphical method (preferred) or a numerical iteration method to fill out...
Water, with a kinematic viscosity of 1.21x10 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 26 cfs, elbows with loss coefficients of 0.2, and a friction factor of 0.019. a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z1 = 44 ft (1) w Total length = 1700 ft A Elevation Z2 = 0 V (2) D B
3. (a) For the flow of a real fluid (p, u) in a rough (e measures losses lead to a pressure gradient along the pipe - Ap/L. Determine an expression for the pressure roughness) horizontal pipe energy Ap ( L pV2 gradient for a pipe of diameter - d, flowing with a mean velocity - V. pVd'd d (b) If for a 75mm diameter pipe flowing with water at 0.25m/s the measured pressure drop is 120Pa/m What will be the...
(b) Water flows under gravity through a pipeline connecting two reservoirs as shown in Figure 2. The pipeline consists of 2 km of pipe diameter 400 mm and sand roughness equivalent 0.03 mm followed by an abrupt change to 3 km of 500 mm diameter pipe of sand roughness equivalent 0.08 mm. The pipe discharges as a free jet into a reservoir. The difference in elevation between the water surface of the upstream reservoir and the discharging jet is 21...
Doe: 4pm, August 27,2018 Question 1 will be marked in detail For Question 1, use the problem-solving protocol and show all working, Questions 2, 3,4 and 5 will be marked for quality and complctcnecss only and can be trcated as extensions of Question 1. Solutions will be provided aftert the marking is compickt 1. Water flows through a very loag 50 mam ID Onternal Diameter) galvanised iroa pipe. The pipe is horizontal and has an internal roughness height af ε...
Please solve a,b,c,d,e,f
1) A water fountain is to be installed at a remote location by attaching a cast iron pipe directly to a water main through which water is flowing. The entrance to the pipe is sharp-edged 15m (K-0.5), and the 15m long piping system involves three 90 bends without vanes (K1.1), a fully open gate valve (K.-0.2), and a fully open angle valve (K-5). If the diameter of the pipe is 2 em and the system is to...
Question (20 marks Analysis only required Water at 15°C is discharged freely to atmosphere from a reservoir at 18 L/s through two horizontal pipes in series and a pump-motor assembly in between as shown in figure below. First pipe-A is made of cast Iron and is 20m in length with a 60mm dia. The second pipe-B is 35 m in length, has a 40 mm diameter with friction factor 0.0331. The pipe entrance from reservoir is sharp edged. Neglect any...
fluid mechanics
ASAP please
Problem 4 (50 points) Water is discharged from a reservoir at a rate of 18.103 m3/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 20 m long and has a 6-cm diameter, while the second pipe is 35 m long and has a 4-cm diameter. The water level in the reservoir is 30 m above the centerline of the pipe. The pipe entrance is sharp-edged. Losses...
Problem 4 (60%) Consider the flow of water through the circuit shown in the figure, moving water from reservoir A to reservoir B. The pipe is made of copper tubing with an inside diameter of 12 mm. For water take p = 1000- do me and v = 1.14 x 10-6 . Assume that a = 1 everywhere. Elevation 2775 m Z2 Reservoir B Elevation 21 = 1 m Pipe entrance r/d = 0 90° smooth bends, r/d=1 Angle valve...
Question 3 [20 marks] Water (density p1000 kg/m2; dynamic viscosity 0.001 Pa-s) flows steadily through a horizontal, straight pipe with circular cross section of diameter D=0.2 m. The volumetric flow rate is 0.01 m°/s. Argue that this is turbulent flow. [4 marksl а. Pressure drop in the pipe is due to friction. The pressure drop per unit length can be written as Др 4f L with U the average velocity in the pipe and fthe friction factor. Given the pipe...