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 the design criteria for sedimentation basin, Explain the Design Cri...

Explain the Design Criteria Sedimentation basin Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area) Detention time t or ? = V/Q (Volume /Flow rate)

Major bridge and important bridge, Major bridge - Major bridge is one of wh...

Major bridge - Major bridge is one of which has a total linear waterway of 18 m or more for multiple span and total linear water way of 12 m or more for single span. Important b

Open channel, design of irrigation channel permissible velocity table

design of irrigation channel permissible velocity table

Shear strength of concrete., why do we use effective depth ''d'' in calcula...

why do we use effective depth ''d'' in calculating the shear capacity of uncracked Concrete beam. If it is uncracked, why cant we use the full depth ''D''.

Graphics, 1. Draw the projections of a line AB that is 50 mm long and is pa...

1. Draw the projections of a line AB that is 50 mm long and is parallel to both the HP and the VP. The line is 40 mm above the HP and 25 mm in front of the VP. 2. A line AB, 50 mm

Irrigation, what is a balancing depth

what is a balancing depth

In marine pile type of steel tubular piles, Question In marine pile typ...

Question In marine pile type of steel tubular piles with reinforced concrete infill, least toe level is frequently specified in contract drawings. What is the purpose in your v

Open chanel flow, A rectangular channel is 3 m in width and draws water fro...

A rectangular channel is 3 m in width and draws water from a lake. The channel slope is 0.001 and the Manning’s n is 0.0013. What will be the discharge in the channel when the lake

Estimate Bridge Pier Concrete, Takeoff the 3 elements for the following bri...

Takeoff the 3 elements for the following bridge pier components: 1. Pier Footing, 2. Pier Column, 3. Pier Cap (Top). • Misc Items to include Shear Key. • Misc Items to exclude Reba

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