Question: The storm runoff x ( in cubic meters per second, cms ) from a subdivision can be modeled by a random variable with the following

The storm runoff x(in cubic meters per second, cms) from a subdivision can be modeled by a random
variable with the following PDF:
fx(x)={16(x-x26)for0x60otherwise
a) Compute the CDF of x
b) The runoff is carried by a pipe with a capacity of 4 cms . Overflow will occur when the runoff exceeds the
pipe capacity. What is the probability of overflow?
c) If overflow occurs after a storm, what is the probability that the runoff in this storm is less than 5 cms ?
(Hint: recall lecture 1, notion of conditioning events...)
The storm runoff x ( in cubic meters per second,

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