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These are the Lecture Slides of Advanced Hydrology which includes Method of Matching Points, Method of Moments, Maximum Likelihood Method, Population Parameter, Sample Parameter, Estimation etc.Key important points are: Statistical Parameter Estimation, Method of Matching Points, Method of Moments, Maximum Likelihood Method, Population Parameter, Sample Parameter, Estimation
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Method of Matching Points
Method of Moments
Maximum Likelihood method
θ
θ
θ
θ θ
i
i
i
i i
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2) Method of Moments
θ θ θ θ i j i j
1 2 n
θ
θ
θ α α
− −
−
2
1
2
2
( x )
1 2 2 2
2
θ α
θ
α
θ α
θ
α
μ θ
θ
− −
−
−
− −
−
−
= ∏
∏
∫ ∫
∫
2 1 2 2 2 1 2 2 ( )
1 2 2 2
2
( )
1 2 2 2
2
( ) (2 )
(2 )
x
x
x fx dx x e dx
xe dx
E(X) = =
=
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2) Method of Moments Contd...
α
α
−
−
∫
2
2
2 1 2
2
y
1
2
2 1
2
α α
α α
α
α
− −
− −
−
−
∫ ∫
∫
2 2
2
2 2
2 1
2
1
y y
y
1
1
1
E x ( )
[As odd multiplier, h(-y) = -h(y)
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3) Maximum Likelihood method
1 1
1 2 3
We have the following, ( ; ) ( ; ) ( ; )
i i
Sample
x
f x f x f x
x
1 3
Product of ( ; ) ( ; ) is "likelihood " L
If L( ; ) ( ; ), then is the estimate preferred,
which maxmizes the likelihood function.
θ θ
θ θ θ
× × ≈
∗
∗
i i
f x f x
x f x
( ; θ ) → evaluated at x = x i i
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{ }
1 2
1 2 ) 1
1 2
1 2 3
(
( ) ; 0 is a parameter
, , , Sample available;
= = (formulation of like
n
n
i
n i
x
n
n
x x x
x
n x^ x^ x n
f x e x
x x x
f x f x f x f x
e e e
e e
β
β β β
β
β
β β
β β β β
β β β
β β
=
−
− − −
−
− + + +
lihood function)
θ
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=
2
2
1 2
2
2
( ) exp
[Take, as parameter not S.D. and also]
L = ( , , ) ( , , ) ( , , ) = exp
ln( ) ln(2 )
i
n (^) n
i
i
x
f x
x
f x f x f x
n x
or L
=
1
2
1
ln( ) ln( )
0 set & ,Now
ln( )
n
n
i
i
i
or
L x
1
n
i
i
μ
=
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2
2
1 2
2
2
1 1 ( ) exp
2 2
1 1 ( , , ) ( , , ) ( , , ) exp
2
2
1 ln( ) ln(2 )
2 2
μ
σ σ
σ μ
μ
μ σ μ σ μ σ
σ
σ
μ
σ
σ
− − =
∏
− − ∴ (^)
^ ∏
− − = − ∏ −
[Take, as parameter not S.D. and also]
L = =
i
n (^) n
i
x
f x
x
f x f x f x
n x
or L
1
2
1
ln( ) ln( )
0
ln( )
0
( ) 0
μ σ
μ σ
μ
μ σ
μ
=
=
∂ ∂
= =
∂ ∂
∂ −
= =
∂
∴ − =
∑
∑
∑
set & ,Now
n i n i i i
L L
or
L x
X
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E.g. rainfall-runoff model
Random variables involved in a hydrological process may be dependent or
independent.
The ‘random variables’ X & Y are ‘stochastically independent’ if and only if
their ‘joint density’ is equal to the product of ‘marginal density functions’.
Joint density function : Simultaneous occurrence
Marginal density function : Distribution of one variable irrespective of the value
of the other variables
Conditioned distribution: Distribution of one variable conditioned on the other
variable.
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Mean
Arithmetic average (for sample)
Mode
Median
Range [(xmax-xmin)]
Relative Range [=(range/mean)]
Variance
Highlights in the Module Contd…
Standard deviation,
Coefficient of variation
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Method of Matching Points
Method of Moments
Maximum Likelihood method
Highlights in the Module Contd…
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