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For flow in a pipe of uniform diameter D the loss in hydraulic head, h, is given by: L u2 D 2 where L is the length of the pi

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z t(x,y) If Concept: Sy Small chany es in x andy and are Sx ove rall chonge in z, 22.Sy Approximate + 9and f is constant. t dl0ss o1 head. without ince asing $2 S h fLu2 [2 Su- 0.21 2Dg O Su J 2 21/ Thus, percentage vdocity S change in 2 (0 5emaing so me Su= SL SD U, L, D Part (b), 9.8) on easth 3.1 mars 9 on -6-1 3 1-9.81 - 6.1 m/s2 deccas ing by NOw h.189) flu2 S

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For flow in a pipe of uniform diameter D the loss in hydraulic head, h, is given by: L u2 D 2 where L is the length of the pipe, u is the average flow velocity, g is the acceleration due to gravity a...
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