A new cast iron pipe network is connecting point A to Point D as shown in...
a) Oil fows through a cast iron pipe of 250 mm diameter such that the loss of head over and the average surface roughness of iron 0.25 mm. Determine the flow rate of oil through the pipe 220 006 Smoodh pige 0.008 9 2357 2357 23579 23579 23579 toe 10 10 b) Determine the nput power to an electric motor (-90%) supplying a pump h" 90%) deiven g anks wh diference in elevati o the pipeline length is 100m long...
A cast iron pipe having a diameter of 100 mm is used to fill the cylindrical tank with water at T = 25°C. The pipe has a total length of 50 m. Suppose that h = 18 m. Neglect minor losses. Use the equation ED 1.11 6.9 = -1.8 log 3.7 Re (Figure 1) Part A + Determine the required power output of a pump necessary to fill the empty tank to a depth of 3 m in 6.5 min....
Hydraulics ( CE322 ) Q1:(10 marks A 200mm diameter, 1.2 km long galvanized iron pipe (e -0.15mm) conveys water flow between two reservoirs which have a difference in water surface elevation of 12.0 m. The pipe exit and entrance are square edge. Calculate the flow rate Q (m/s). 02:(10 marks) Calculate the head losses and the corrected flows in the various pipes of a distribution network as shown in figure. Assume that minor losses can be neglected. .30u 120ls 40...
A fire protection system is supplied from a water tower and standpipe 24.4 m tall. The longest pipe in the system is 182.9 m and is made of cast iron about 20 years old. The pipe contains one gate valve; other minor losses may be neglected. The pipe diameter is 101.6 mm. Determine the maximum rate of flow (gpm) through this pipe. Glven: Fire protection system, as shown. Find: Q.gpm. Solution: Gate valve D- 101.6 mm Governing equations: 182.9m A...
Please do part 2 1. For the parallel pipe system shown, each pipe is cast iron, and the pressure drop from point 1-to-2 is 15 lbf/in. Compute the total flow rate from 1 to 2 assuming minor losses are negligible. The fluid is water at 20°C. D = 4 in; L = 200 ft D = 3 in; L = 175 ft 2. If the two pipes in problem 1 are installed in series with the 4-in pipe upstream of...
Question 3 s points Save Angup Water flows from left reservoir to right reservoir in a 5 cm diameter pipe system as shown in the figure. The pipe is made out of cast iron which has a sand roughness of 0.26 mm. Discharge in the pipe system is given as 0.006 m/s. Dynamic viscosity of water is 13 x 103 kg/m.s. Density of water is 1000 kg/m2. Neglect sudden expansion/contraction. Neglect minor head losses. Determine the elevation at point 1...
Question 1 The figure below shows a simple water pipe network. Relevant pipe properties are given in the figure and table below. The major losses of the pipes can be calculated by Darcy Weisbach equation. The friction factor () for all pipes is 0.015. Assuming that minor losses in the pipe network can be ignored and the pipe network is on a horizontal plane, determine the flow rates in all pipes using Hardy Cross method. Also, calculate the pressure head...
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...
Hydraulics Problem 4 (25 points) Water flows through a cast iron pipe at 1.2 2.5[km) long with an elevation drop of 50[m]. . The pipe has a diameter 0.6[m] and is 1. Ignoring minor losses, calculate the pressure head drop per unit length over the course of the pipe. Write the equation(s) needed to compute the pressure drop per unit length. First, express - only as a function of all the given parameters (you may use several equations if needed,...
6 10 11 13 14 15 16 Water flows from left reservoir to right reservoir in a 5 cm diameter pipe system as shown in the figure. The pipe is made out of cast iron which has a sand roughness of 0.26 mm. Discharge in the pipe system is given as 0.006 m3/s. Dynamic viscosity of water is 1.3 x 10 -3 kg/m.s. Density of water is 1000 kg/m3. Neglect sudden expansion/contraction. Neglect minor head losses. Determine the major head...