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04-BS-7 · December 2018

Question 5 of 13: Hydraulic Jump — Head, Energy and Power Loss

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Reference texts: White, F.M., Fluid Mechanics (8th ed.) — fluid statics and hydrostatic force on plane/curved surfaces incl. gravity-dam stability (Ch. 2), buoyancy and Archimedes' principle (Ch. 2), orifice/nozzle discharge and jet momentum forces (Ch. 3, 6), viscous flow in ducts and the Moody chart (Ch. 6), open-channel flow and the hydraulic jump (Ch. 10), drag and stability of bluff bodies (Ch. 7), turbomachinery and jet propulsion (Ch. 11).

Question 5: Hydraulic Jump — Head, Energy and Power Loss (5 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

QuantityValue
Channel width, $b$2.4 m
$y_1$ / $y_2$0.4 m / 2.6 m
Flow rate, $Q$9.4 m³/s

Find. (a) Head loss $h_L$ (m); (b) energy loss per unit mass (J/kg); (c) power dissipated (kW).

Approach. Compute the specific energy $E=y+V^2/2g$ at each section from the given $Q$; the head loss is the drop in specific energy across the jump (the energy the turbulent roller dissipates as heat), which converts directly to a per-mass energy loss and, with the mass flow rate, to a dissipated power.

  1. Velocities from continuity. $$V_1=\frac{Q}{by_1}=\frac{9.4}{(2.4)(0.4)}=9.79\ \text{m/s}\qquad V_2=\frac{Q}{by_2}=\frac{9.4}{(2.4)(2.6)}=1.506\ \text{m/s}$$
  2. Part (a) — specific energy and head loss. $$E_1=y_1+\frac{V_1^2}{2g}=0.4+\frac{9.79^2}{2(9.81)}=5.287\ \text{m}\qquad E_2=y_2+\frac{V_2^2}{2g}=2.6+\frac{1.506^2}{2(9.81)}=2.716\ \text{m}$$ $$h_L=E_1-E_2=5.287-2.716=\boxed{2.571\ \text{m}}$$
  3. Part (b) — energy loss per unit mass. Specific energy in metres is energy per unit weight (J/N); multiplying by $g$ converts to energy per unit mass, $$\Delta e = gh_L=(9.81)(2.571)=\boxed{25.2\ \text{J/kg}}$$
  4. Part (c) — power dissipated. With mass flow rate $\dot{m}=\rho Q=(1000)(9.4)=9400\ \text{kg/s}$, $$P_{loss}=\dot{m}\,\Delta e=\rho gQh_L=(1000)(9.81)(9.4)(2.571)=\boxed{237\ \text{kW}}$$
QuantityValue
Head loss, hL2.571 m
Energy loss per unit mass25.2 J/kg
Power loss237 kW