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16-Civ-A5 Hydraulic Engineering: May 2014

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

  1. Question 1 Branched Distribution Network — Pressure Heads
  2. Question 2 Looped Pipe Network Between Two Reservoirs
  3. Question 3 Valve-Controlled Transmission Main
  4. Question 4 Wall Shear Stress from a Pipe Force Balance
  5. Question 5 Hydraulic Jump in a Rectangular Channel
  6. Question 6 Crowned Roadway Drainage Capacity

Start with Question 1 →

Paper: National Exams — 98-Civ-A5 Hydraulic Engineering, May 2014. 3 hours, closed book (one aid sheet). Six questions of equal value (20 marks each); candidates complete any five, and all six are solved here as a study resource.

Reference texts. Mays, Water Resources Engineering, 3rd ed. (pipe networks, valves, pumps); Chow, Open-Channel Hydraulics (Manning uniform flow, hydraulic jump, gutter flow); Crowe, Elger & Roberson, Engineering Fluid Mechanics (pipe force balance, wall shear). Exam-supplied relations used throughout: Hazen–Williams $Q=0.278\,C\,D^{2.63}\,S^{0.54}$ with $S=h_f/L$ (SI), Manning $Q=\tfrac{1}{n}A\,R^{2/3}\,S^{1/2}$, Darcy–Weisbach $\Delta h=0.0826\,\tfrac{fL}{D^5}Q^2$, and $\text{TDH}=H_s+H_f$. Unless stated, local losses and velocity head are neglected and water has $\rho=1000\ \text{kg/m}^3$, $\nu=1.31\times10^{-6}\ \text{m}^2/\text{s}$.