All Exams Test series for 1 year @ ₹349 only
Question

In a cooling tower of a power plant, water flows in a pipe of inner diameter 0.2 m with a velocity of 0.1 ms$^{-1}$. Assume water's coefficient of viscosity and density are $8 \times 10^{-3}$ N s m$^{-2}$ and 1000 kg m$^{-3}$, respectively. The flow will be characterized as

The correct answer is
critical/transitional flow

Reynolds Number Calculation for Cooling Tower Water Flow

To determine the flow characteristics in the cooling tower pipe, we need to calculate the Reynolds number ($Re$). The Reynolds number helps distinguish between laminar, transitional, and turbulent flow regimes. The formula is:

$ Re = \frac{\rho v D}{\mu} $

Where:

  • $ \rho $ = Density of the fluid (1000 kg m$^{-3}$)
  • $ v $ = Velocity of the fluid (0.1 m s$^{-1}$)
  • $ D $ = Inner diameter of the pipe (0.2 m)
  • $ \mu $ = Dynamic viscosity of the fluid ($8 \times 10^{-3}$ N s m$^{-2}$)

Step-by-Step Calculation

  1. Substitute values: Plug the given values into the Reynolds number formula.

    $ Re = \frac{(1000 \text{ kg m}^{-3}) \times (0.1 \text{ m s}^{-1}) \times (0.2 \text{ m})}{8 \times 10^{-3} \text{ N s m}^{-2}} $

  2. Calculate the numerator:

    Numerator = $ 1000 \times 0.1 \times 0.2 = 20 $ kg m s$^{-1}$

  3. Calculate the Reynolds number:

    $ Re = \frac{20}{8 \times 10^{-3}} = \frac{20}{0.008} $

    $ Re = 2500 $

Flow Regime Determination

The calculated Reynolds number is $ Re = 2500 $. We compare this value to the standard ranges for flow regimes:

  • Laminar flow: $ Re < 2300 $
  • Transitional flow: $ 2300 < Re < 4000 $
  • Turbulent flow: $ Re > 4000 $

Since $ Re = 2500 $ falls between 2300 and 4000, the flow is characterized as critical/transitional flow.

Was this answer helpful?

Important Questions from Hydrology And Water Resources

  1. A river with $2\text{ km}$ wide flood plain and $10\text{ m}$ channel depth flows with a velocity of $2\text{ ms}^{-1}$. What will be flow condition in the river?
  2. Read the following statements and choose the CORRECT answer. 

    I. The suspended sediment concentration in rivers is supply-limited rather than hydraulically-limited, when 

    II. Much suspended material is contributed by overland flow from hillslope erosion 

    III. Suspended material is entirely derived by turbulent diffusion from the channel bed

  3. With reference to water in the hydrologic cycle, its residence time is the maximum in
  4. Match the basin types A, B and C with the hydrograph patterns P, Q and R

    Basin types  Hydrograph pattern 
    A.
    P.
    B.
    Q.
    C.
    R.
  5. Hydraulic gradient beneath A and B during rainy and dry seasons will

Need Expert Advice?

Start Your Preparation with Prepp Mobile App

Download the app from Google Play & App Store
Download the app from Google Play & App Store
Prepp Mobile App