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Table 1

Experimental parameters of the pipeline

Head of the upstream reservoir H1 = 25 m 
Head of the downstream reservoir H2 = 20 m 
Length of the pipe l = 2,000 m 
Speed of the wave a= 1,200 m 
Diameter of the pipe D= 0.5 m 
Darcy–Weisbach friction factor fDW = 0.02 
The steady-state discharge Q0 = 0.0153 m3/s 
Head at the upstream boundary h(xU) = 0 
Discharge at the downstream boundary q(xD) = 1 
Head of the upstream reservoir H1 = 25 m 
Head of the downstream reservoir H2 = 20 m 
Length of the pipe l = 2,000 m 
Speed of the wave a= 1,200 m 
Diameter of the pipe D= 0.5 m 
Darcy–Weisbach friction factor fDW = 0.02 
The steady-state discharge Q0 = 0.0153 m3/s 
Head at the upstream boundary h(xU) = 0 
Discharge at the downstream boundary q(xD) = 1 
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