Two open reservoirs are connected by three galvanized iron pipes in series:
L1=300m,D1=200mm; L2=400m, D2=300mm; L3=1200m, D3=450 mm. If the
flow is 400 m3/h of water (μ=1 cP,ρ= 1000 kg/m3), determine the difference in
elevation of the reservoirs. Neglect any minor friction losses.
Energy equation is applied.
The roughness factor of Galvanized iron pipe is obtained from Standard table.
Volumetric flow rate=constant
Since diameter of pipe is different in 3 pipes , velocity will change therefore, velocity is replaced by volumetric flow rate.
Friction factor is obtained from Moody's chart using Reynolds number and relative roughness factor.
Page 1
Page 2
Give your feedback
Two open reservoirs are connected by three galvanized iron pipes in series: L1=300m,D1=200mm; L2=400m, D2=300mm; L3=1200m,...
Please show full working so I can understand how to do each step. Thank you in advance! Two reservoirs with their water levels 15m apart are connected with two pipes in series. The pipe that leaves the upper reservoir is 200mm diameter, 200m long and has a friction factor of 0.003. This pipe then connects to a 100mm diameter pipe that is 300m long with a friction factor of 0.00146. The fittings to consider are: Sudden entrance from tank to...
course name hydraulics 1. Two Galvanized iron (e= 0.15 mm) pipes in series connecting two reservoirs. First pipe is 400 m long and has diameter of 1.0 m (see next figure). The second pipe is 250 m long and has diameter of 0.70 m. The elevation of the water surface in thereservoir B is 50.00 m. The discharge from reservoir A to reservoir B is 1.0 m3/s. Thewater viscosity is 1.5 x 10-6 m/s. A gate valve is installed on...