A water resources project with an expected life of 25 years has to be designed for an acceptable risk of 5% against a design flood. The return period for the design flood (in years) is ________ (rounded off to the nearest integer).
The question requires calculating the return period for a design flood. This is based on the project's expected life and the acceptable risk associated with the flood event.
The key relationship is between the acceptable risk ($R$), the project's service life ($n$), and the annual probability of exceedance ($P$) of the flood. The return period ($T$) is simply the inverse of the annual probability ($T = 1/P$).
The probability that a flood event with annual probability $P$ occurs at least once during a project life $n$ is given by $R = 1 - (1 - P)^n$. We need to find $P$ first.
Rearranging the formula to solve for $P$:
$R = 1 - (1 - P)^n$
$(1 - P)^n = 1 - R$
$1 - P = (1 - R)^{1/n}$
$P = 1 - (1 - R)^{1/n}$
Use the given values:
Substitute these into the formula for $P$:
$P = 1 - (1 - 0.05)^{1/25}$
$P = 1 - (0.95)^{1/25}$
Calculate the value of $(0.95)^{1/25}$:
$(0.95)^{1/25} \approx 0.997959$
Now, find $P$:
$P \approx 1 - 0.997959 \approx 0.002041$
Finally, calculate the return period ($T$):
$T = 1/P \approx 1 / 0.002041 \approx 490.0$ years
Rounding to the nearest integer gives 490 years. This result falls within the range of 476 to 500 years.
Which category of river training work deals with flood control?
Which one of the following effects produced by a cut off in an alluvial river is not an advantage to navigation?
The spacing between adjacent spurs in river training work is generally kept between ______ times the spur length.
________ are sometimes used in river training work to close a particular flow, so that river flow may be directed in some other desired direction.