Cumulative distribution function - poisson distribution, Civil Engineering

Assignment Help:

Cumulative distribution function - Poisson distribution:

Find the cdf of Y = X1, + X2 where XI and X2 independently follow Poisson distribution with parameters λl and λ2 respectively.

Solution:

The cdf of Y is

F(y) =P(Y≤ y) =P (X1 + X2 ≤ y)

= ∑ ∑ e - λ1 λ1 x1/x1!  e- λ2 λ2x2

x1+x2 ≤  y

The summation is taken over all integer values of ( xl, x2 ) satisfying xl ≥ 0, x2 ≥ 0, x1 + x2 ≤ y . Making the substitution r = xl + x2, x1 = x We have xl = x, x2, = r-x.

Thus, region of summation in terms of r, x is all integers (x, r ) satisfying

x ≥ 0 , r - x ≥ 0, r ≤ y

or

0 ≤ x ≤ r ≤ y

Writing the summation in terms oi r and x, rearranging the terms, we have

2384_Cumulative distribution function - Poisson distribution.png

where λ = λ l + λ2 . The final expression of F (y) is the cdf of Poisson distribution with parameter λ. Hence Y also follows a Poisson distribution with parameter λ.


Related Discussions:- Cumulative distribution function - poisson distribution

Explain detention or retention ponds - hydrology, Explain Detention or Rete...

Explain Detention or Retention Ponds Detention/Retention Ponds: Designed to reduce and contain the peak runoff from developed areas (more impervious). Attempt to limit the runo

Design storm water drains to match soffit, Question Why is it best to desig...

Question Why is it best to design storm water drains to match soffit? Answer Storm water drains gather storm water in their corresponding catchment areas throughout rainst

Determine the density index of the sand sample, An undisturbed sample of sa...

An undisturbed sample of sand has a dry weight of 18.9 N and a volume of 1143 cm 3 . The solids have a specific gravity of 2.72. Laboratory tests indicate void ratios of 0.40 and 0

Define the thiem equations for confined aquifers, Define the Thiem Equation...

Define the Thiem Equations for Confined Aquifers   Using natural log:  Q = 2pKm(h 2 - h 1 )/ln(r 2 /r 1 )   Using log 10 :    Q = 2Km(h 2 - h 1 )/((1055)log(r 2 /r 1 ))

Determine the head loss due to friction, Determine the head loss due to fri...

Determine the head loss due to friction using the Darcy-Weisbach equation. The water is pumped at 3.0 gallons per minute, has a temperature of 60 °F and is pumped through a 1inch s

Survey chain, describe gunters chain in survey

describe gunters chain in survey

Non-distortional prestressing, Non-distortional Prestressing Concrete m...

Non-distortional Prestressing Concrete members deflect due to their own self weight. If prestressing force is applied in such a way that these deflections are eliminated due to

Draw the shape of the pressure line, Draw the shape of the Pressure line. ...

Draw the shape of the Pressure line. Solution The locations of resultant force at sections A-A, B-B  and C-C have already been determined. Joining these locations, we can dr

Evaluate break even point, Evaluate break even point: A vehicle manufa...

Evaluate break even point: A vehicle manufacturing firm purchase axle from a shaft manufacturing industry at Rs.100 each. If it establishes the essential apparatus for the pro

Highway Engg, what are lab and field test carried on soil subgrade

what are lab and field test carried on soil subgrade?

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd