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:
$ 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}} $
Numerator = $ 1000 \times 0.1 \times 0.2 = 20 $ kg m s$^{-1}$
$ Re = \frac{20}{8 \times 10^{-3}} = \frac{20}{0.008} $
$ Re = 2500 $
The calculated Reynolds number is $ Re = 2500 $. We compare this value to the standard ranges for flow regimes:
Since $ Re = 2500 $ falls between 2300 and 4000, the flow is characterized as critical/transitional flow.
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
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. | ![]() |
Hydraulic gradient beneath A and B during rainy and dry seasons will