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16-Civ-A5 Hydraulic Engineering: May 2015

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

  1. Question 1 Equivalent-pipe network flow
  2. Question 2 Transmission main with a control valve
  3. Question 3 Looped distribution network — supply head and valving
  4. Question 4 Rigid water-column (mass-oscillation) draining
  5. Question 5 Kinematic vs dynamic wave after sudden gate closure
  6. Question 6 Normal depth, critical depth and specific energy

Start with Question 1 →

Worked solutions. Closed-book format, 3 hours; six questions, candidates complete any five — all six are solved here as a study resource. All questions are of equal value (20 marks).

Reference texts. Mays, Water Resources Engineering, 2nd ed. (pipe systems, equivalent pipes, valves, network analysis, rigid water-column / mass-oscillation model); Chow, Open-Channel Hydraulics (Manning uniform flow, critical depth, specific energy); Crowe, Elger & Roberson, Engineering Fluid Mechanics (unsteady flow, St. Venant equations). Exam-supplied relations: Hazen–Williams $Q = 0.278\,C\,D^{2.63}\,S^{0.54}$ with $S = h_f/L$ (SI units), Manning $Q=\tfrac{1}{n}A R^{2/3}S^{1/2}$, and Total Dynamic Head $\mathrm{TDH}=H_S+H_f$.