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Water Resources and Environmental Engineering — Quiz 6

Practice Water Resources and Environmental Engineering — Quiz 6 on SonaPrep (Water Resources and Environmental Engineering) with 10 scored questions in about 10 min. Use it to strengthen Water Resources and Environmental Engineering skills with exam-style timing, clear scoring, and review after each attempt. Work carefully, check explanations for misses, then retake to track improvement before test day.
Duration
10 min
Questions
10
Category
Water Resources and Environmental Engineering

Questions in this quiz (10)

  1. A $$36$$-inch diameter sewer pipe is running three-quarter full. Determine the hydraulic radius in inches.

    • 9
    • 12
    • 15
    • 18
  2. Which of the following statements is correct regarding specific energy in open-channel flow?

    • Specific energy is defined as the energy of fluid flowing in a channel when the base of channel is taken as the datum.
    • Specific energy is defined as the energy of fluid flowing in a channel when the centerline of channel is taken as the datum.
    • Specific energy is defined as the energy of fluid flowing in a channel when the top water level in channel is taken as the datum.
    • Specific energy is defined as the energy of fluid flowing in a channel with respect to a selected horizontal line taken as the datum.
  3. The primary purpose of the federal National Discharge Pollutant Elimination System in the United States is which of the following?

    • Limit and control pollutants from point source discharges to waters of the United States
    • Develop new technologies to research and mitigate impacts of deleterious pollutants
    • Establish standards for maximum contaminant levels for safe drinking water
    • Provide aid to communities to construct and maintain treatment plants for elimination of pollutants
  4. You are designing an aerobic system to biodegrade benzene $$\left(C_6H_6\right)$$. The benzene concentration is $$500\ \mathrm{mg/L}$$. Balance the reaction $$C_6H_6+O_2\rightarrow CO_2+H_2O$$ and determine the oxygen consumed to completely biodegrade the benzene.

    • 200
    • 500
    • 800
    • 1,600
  5. A centrifugal pump is located $$3.5$$ m above the water surface in a suction tank. The atmospheric pressure is $$101.3$$ kPa, the vapor pressure of water is $$2.34$$ kPa, and the head loss in the suction pipe is $$0.8$$ m. Using $$\gamma=9.81\ \mathrm{kN/m^3}$$, calculate the Net Positive Suction Head Available $$(NPSH_a)$$.

    • 6.59 m
    • 12.79 m
    • 5.79 m
    • 8.45 m
  6. At a stream monitoring station, the dissolved oxygen saturation concentration at the current water temperature is $$9.2\ \mathrm{mg/L}$$. The measured dissolved oxygen is $$6.5\ \mathrm{mg/L}$$. Calculate the dissolved oxygen deficit.

    • 6.5 mg/L
    • 9.2 mg/L
    • 15.7 mg/L
    • 2.7 mg/L
  7. A trapezoidal channel has a bottom width of $$4.0\ \mathrm{m}$$, a flow depth of $$1.8\ \mathrm{m}$$, and side slopes of $$2H:1V$$. Calculate the cross-sectional flow area.

    • 7.20 m^2
    • 10.80 m^2
    • 13.68 m^2
    • 6.84 m^2
  8. A circular concrete storm sewer with Manning's $$n=0.013$$ has diameter $$0.9\ \mathrm{m}$$ and slope $$0.005$$. Calculate the full-flow capacity. For full circular pipe $$R=D/4$$.

    • 0.85 m^3/s
    • 2.03 m^3/s
    • 1.28 m^3/s
    • 1.65 m^3/s
  9. Which of the following statements is correct about hydraulic jump?

    • Depth upstream at or above critical
    • Depth upstream less than critical
    • Specific energy maximum upstream
    • No energy loss
  10. Lime-soda softening removes calcium carbonate hardness. Lime with purity of $$80\%$$ Ca(OH)₂ is used. The dosage of lime required to combine with $$50\ \mathrm{mg/L}$$ of calcium is most nearly:

    • 74 mg/L
    • 92 mg/L
    • 115 mg/L
    • 162 mg/L

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