STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P....
Transcript of STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P....
![Page 1: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/1.jpg)
STOCHASTIC HYDROLOGY Lecture -34
Course Instructor : Prof. P. P. MUJUMDAR Department of Civil Engg., IISc.
INDIAN INSTITUTE OF SCIENCE
![Page 2: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/2.jpg)
2
Summary of the previous lecture
• Multivariate stochastic models – Cross correlation
– Two site Markov model
( ) ( ) ( )2, , , ,0 1 0hh t h j h j t j t h j h
j
sX x r X x u s rs
= + − + −
( )( )( )
( )
, ,1
,
n
j i j h i k hi
j hj h
x x x xr k
n k s s
+=
− −=
−
∑
![Page 3: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/3.jpg)
Multisite Markov model: • Multisite generation requires simultaneous
generation of data at several sites while preserving the correlation between the data at various sites.
• Consider xj,t
Multivariate Stochastic models
3
( ),,
dj t j
j tj
x xx
s−
=
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• The first order Markov model for site h is
• The first order Markov model for site j is
• The equations are written in matrix form
Multivariate Stochastic models
4
( ) ( )2, 1 , , 11 1 1h t h h t h t hx xρ ε ρ+ += + −
( ) ( )2, 1 , , 11 1 1j t j j t j t jx xρ ε ρ+ += + −
( ) 21 1 1 11t x t x t xX X uµ ρ µ σ ρ+ += + − + −
µ= 0 and σ =1 because it is standardized data
![Page 5: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/5.jpg)
where Xt is a p x 1 vector of standardized values of the
variable generated at time t, E is a p x p diagonal matrix whose jth diagonal element
is ρj(1), G is a p x p diagonal matrix whose jth diagonal element
is
ε is a p x 1 vector of random variates
Multivariate Stochastic models
5
1t tX EX Gε+ = +
( )21 1jρ−
![Page 6: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/6.jpg)
• ε is defined to preserve the first order serial correlation (auto correlation) of the xj‘s and the lag zero cross-correlation between xj and xh .
• ε is made of elements that are εj,t+1; each εj,t+1 is independent of xj,t ; εj is N(0,1)
• The cross correlation between εj and εh is ρ*j,h(0),
• ρ*j,h(0) reproduces the desired ρj,h(0), which is the lag zero cross correlation between xj and xh .
Multivariate Stochastic models
6
( )( ) ( ){ } ( )
( ){ } ( ){ },*
, 2 2
1 1 1 00
1 1 1 1
j h j hj h
j h
ρ ρ ρρ
ρ ρ
−=
− −
![Page 7: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/7.jpg)
where is a p x p diagonal matrix whose jth diagonal
element is the square root of the jth largest eigenvalue of the p x p correlation matrix whose elements are ρ*j,h(0)
A is a p x p matrix consisting of eigenvectors of correlation matrix,
e is p x 1 vector of independent observations from N(0,1)
Multivariate Stochastic models
7
12AD eλε =
12Dλ
![Page 8: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/8.jpg)
• Matalas (1967) has given a multisite normal generation model that preserves the mean, variance, lag one serial correlation, lag one cross-correlation and lag zero cross-correlation.
where Xt and Xt+1 are p x 1 vectors representing standardized
data corresponding to p sites at time steps t and t+1 resp.
Multivariate Stochastic models
8
1 1t t tX AX Bε+ += +
Ref.: Matalas, N.C. (1967) Mathematical assessment of synthetic hydrology, Water Resources Research 3(4):937-945
Assumption is that the model is multivariate normal.
![Page 9: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/9.jpg)
εt+1 is N(0,1); p x 1 vector with εt+1 independent of Xt. A and B are coefficient matrices of size p x p. B is
assumed to be lower triangular matrix
Multivariate Stochastic models
9
( )( )
( )
( )
1
1, 12, 1.., 1.., 1
t
x tx t
Xx i t
x p t
+
⎡ ⎤+⎢ ⎥+⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥= ⎢ ⎥+⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥
+⎢ ⎥⎣ ⎦
( )( )
( )
( )
1,2,..,..,
t
x tx t
Xx i t
x p t
⎡ ⎤⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥= ⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥⎣ ⎦
( )( )
( )
( )
1
1, 12, 1.., 1.., 1
t
tt
i t
p t
ε
ε
ε
ε
ε +
⎡ ⎤+⎢ ⎥+⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥= ⎢ ⎥+⎢ ⎥⎢ ⎥⎢ ⎥⎢ ⎥
+⎢ ⎥⎣ ⎦
![Page 10: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/10.jpg)
• The scalar form is
where ai,j and bi,j denote the (i , j)th elements of the matrices
A and B.
Multivariate Stochastic models
10
( ) ( ), 1 , ,1 1
, , 1p i
i t i j i jj j
x a x j t b i tε+= =
= + +∑ ∑
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Coefficient matrices A and B: • The expectation of Xt Xt
’ is denoted by M0
If m0(i , j) is a element of M0 matrix (size p x p) in the ith row and jth column,
Multivariate Stochastic models
11
'0 t tM E X X⎡ ⎤= ⎣ ⎦
( ) ( ) ( )01
1, , ,n
tm i j x i t x j t
n =
= ∑
( ) ( ) ( )0 , , ,m i j E x i t x j t⎡ ⎤= ⎣ ⎦
Expected value of a matrix is matrix of expected values of individual elements
n is no. of time periods
Jayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997
![Page 12: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/12.jpg)
i.e., m0(i , j) is correlation coefficient between the data at sites i and j at time t. Therefore M0 is the cross-correlation matrix of lag zero
Multivariate Stochastic models
12
( ) ,,0
1
1,n
j t ji t i
t i j
Q QQ Qm i j
n s s=
⎛ ⎞⎛ ⎞ −−= ⎜ ⎟⎜ ⎟⎜ ⎟⎜ ⎟
⎝ ⎠⎝ ⎠∑
Q is the original random variable before standardization e.g., stream flow
![Page 13: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/13.jpg)
• The expectation of Xt Xt-1’ is denoted by M1
If m1(i , j) is a element of M1 matrix (size p x p) in the ith row and jth column,
Multivariate Stochastic models
13
'1 1t tM E X X −⎡ ⎤= ⎣ ⎦
( ) ( ) ( )12
1, , , 11
n
tm i j x i t x j t
n =
= −− ∑
( ) ( ) ( )1 , , , 1m i j E x i t x j t⎡ ⎤= −⎣ ⎦Expected value of a matrix is matrix of expected values of individual elements
n is no. of time periods
![Page 14: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/14.jpg)
i.e., m1(i , j) represents lag one cross correlation between the data at sites i and j . Therefore M1 is the cross-correlation matrix of lag one.
Multivariate Stochastic models
14
( ) , 1,1
2
1,1
nj t ji t i
t i j
Q QQ Qm i j
n s s−
=
⎛ ⎞⎛ ⎞ −−= ⎜ ⎟⎜ ⎟⎜ ⎟⎜ ⎟− ⎝ ⎠⎝ ⎠
∑
Q is the original random variable before standardization e.g., stream flow
![Page 15: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/15.jpg)
Considering the model,
Post multiplying with Xt’ on both sides and taking the
expectation,.
Multivariate Stochastic models
15
1 1t t tX AX Bε+ += +
' ' '1 1t t t t t tE X X AE X X BE Xε+ +⎡ ⎤ ⎡ ⎤ ⎡ ⎤= +⎣ ⎦ ⎣ ⎦ ⎣ ⎦
1 01
1 0
0M AMA M M −
= +
=
0
![Page 16: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/16.jpg)
Post multiplying with Xt+1’ on both sides and taking the
expectation,.
Multivariate Stochastic models
16
1 1t t tX AX Bε+ += +
' ' '1 1 1 1 1t t t t t tE X X AE X X BE Xε+ + + + +⎡ ⎤ ⎡ ⎤ ⎡ ⎤= +⎣ ⎦ ⎣ ⎦ ⎣ ⎦
0M
![Page 17: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/17.jpg)
Multivariate Stochastic models
17
'1 1t tM E X X −⎡ ⎤= ⎣ ⎦
{ }{ }
'' '1 1
''1
'1
t t
t t
t t
M E X X
E X X
E X X
−
−
−
⎡ ⎤= ⎣ ⎦
⎡ ⎤= ⎢ ⎥⎣ ⎦
⎡ ⎤= ⎣ ⎦
' '1 1t tM E X X +⎡ ⎤= ⎣ ⎦
or
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Multivariate Stochastic models
18
Taking expectation on both sides,
{ }''1 1 1 1
' ' ' '1 1 1
t t t t t
t t t t
X AX B
X A B
ε ε εε ε ε
+ + + +
+ + +
= +
= +
' ' ' ' '1 1 1 1 1
' ' ' '1 1 1
'
'
0
t t t t t t
t t t t
E X E X A B
E X A E B
IBB
ε ε ε ε
ε ε ε+ + + + +
+ + +
⎡ ⎤ ⎡ ⎤= +⎣ ⎦ ⎣ ⎦
⎡ ⎤ ⎡ ⎤= +⎣ ⎦ ⎣ ⎦
= +
=
![Page 19: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/19.jpg)
Multivariate Stochastic models
19
Substituting in the equation,
' ' '1 1 1 1 1t t t t t tE X X AE X X BE Xε+ + + + +⎡ ⎤ ⎡ ⎤ ⎡ ⎤= +⎣ ⎦ ⎣ ⎦ ⎣ ⎦
' '0 1M AM BB= +
11 0A M M −=1 ' '
0 1 0 1' 1 '
0 1 0 1
M M M M BBBB M M M M
−
−
= +
= −
If C = BB’ 1 '
0 1 0 1C M M M M−= −
![Page 20: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/20.jpg)
• B does not have a unique solution. • One method is to assume B is a lower triangular
matrix.
Multivariate Stochastic models
20
( )( ) ( )
( ) ( ) ( )
( ) ( ) ( )( ) ( )
( )
'
1,1 0 0 . . 0 1,1 2,1 . . . ,12,1 2,2 0 . . 0 0 2,2 . . . , 2. . . . . . . .. . . . . . . .,1 ,2 . . . , 0 0 . . . ,
b b b b pb b b b p
BB
b p b p b p p b p p
⎡ ⎤ ⎡ ⎤⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥=⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥⎣ ⎦ ⎣ ⎦
( ) ( ) ( ) ( )( ) ( ) ( ) ( )
( ) ( ) ( )
1,1 1,2 1,3 . . 1,2,1 2,2 2,3 . . 2,. . . . . .. . . . . .,1 ,2 . . . ,
c c c c pc c c c p
C
c p c p c p p
⎡ ⎤⎢ ⎥⎢ ⎥⎢ ⎥=⎢ ⎥⎢ ⎥⎢ ⎥⎣ ⎦
![Page 21: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/21.jpg)
• The diagonal elements of the B matrix are obtained as,
Multivariate Stochastic models
21
( ) ( )
( ) ( ) ( ){ }
12
12 2
1,1 1,1
2,2 2,2 2,1
b c
b c b
=
= −
.
.
.
( ) ( ) ( ) ( ) ( ){ }1
2 2 2 2, , , 1 , 2 ... ,1b k k c k k b k k b k k b k= − − − − − −
![Page 22: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/22.jpg)
• The elements in the kth row are obtained as,
Multivariate Stochastic models
22
( ) ( )( )
( ) ( ) ( ) ( )( )
,1,1
1,1
,2 2,1 ,1,2
2,2
c kb k
b
c k b b kb k
b
=
−=
.
.
. ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )
( ), ,1 ,1 ,2 ,2 ...... , 1 , 1
,,
c k j b j b k b j b k b j j b k jb k j
b j j− − − −
=
![Page 23: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/23.jpg)
• Assumption is that the model is multivariate normal.
Multivariate Stochastic models
23
![Page 24: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/24.jpg)
The annual flow in MCM at two sites X and Y is given below. Generate the first two values of data from these two sites.
24
Example – 1
Year 1 2 3 4 5 6 7 8 9 10 Annual flow at site X (MCM) 4946 7017 6653 6355 5908 5327 4548 3556 3852 5319
Annual flow at site Y (MCM) 5142 6240 5648 5977 6008 5045 4630 4604 4250 6182
Year 11 12 13 14 15 16 17 18 19 Annual flow at site X (MCM) 4631 5746 5111 5419 6060 7336 3736 3780 6034
Annual flow at site Y (MCM) 4703 6582 5461 5288 5440 7546 4634 4823 5577
![Page 25: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/25.jpg)
M0 matrix is cross covariance matrix of lag zero
25
Example – 1 (Contd.)
Site X Y
Mean 5333 5462
Std.dev. 1125.1 823.5
( ) ( )( ) ( )
, ,0
, ,
0 00 0
X X X Y
Y X Y Y
r rM
r r⎡ ⎤
= ⎢ ⎥⎣ ⎦
X
Y
X Y
![Page 26: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/26.jpg)
M1 matrix is lag one cross covariance matrix
26
Example – 1 (Contd.)
( )( )( )
( )
, ,1
, 0
n
X i X Y i Yi
X YX Y
x x x xr
n s s=
− −=∑
0
1 0.7960.796 1
M ⎡ ⎤= ⎢ ⎥⎣ ⎦
( ) ( )( ) ( )
, ,1
, ,
1 11 1
X X X Y
Y X Y Y
r rM
r r⎡ ⎤
= ⎢ ⎥⎣ ⎦
X
Y
X Y
![Page 27: STOCHASTIC HYDROLOGY - NPTELnptel.ac.in/courses/105108079/module7/lecture34.pdfJayarami Reddy, P. Stochastic Hydrology, Laxmi publications, New Delhi, 1997 i.e., m 0(i, j) is correlation](https://reader034.fdocuments.in/reader034/viewer/2022051407/5ae033617f8b9ac0428d1f2c/html5/thumbnails/27.jpg)
27
Example – 1 (Contd.)
( )( )( )
( )
, , 11
, 1 1
n
X i X Y i Yi
X YX Y
x x x xr
n s s
+=
− −=
−
∑
1
0.302 0.1640.02 0.118
M ⎡ ⎤= ⎢ ⎥−⎣ ⎦
11 0A M M −=
10
2.73 2.172.17 2.73
M − −⎡ ⎤= ⎢ ⎥−⎣ ⎦
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Example – 1 (Contd.)
0.47 0.210.31 0.37
A−⎡ ⎤
= ⎢ ⎥−⎣ ⎦
1 '0 1 0 1C M M M M−= −
0.89 0.760.76 0.95
C ⎡ ⎤= ⎢ ⎥⎣ ⎦
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29
Example – 1 (Contd.)
( ) ( ) ( )1 12 21,1 1,1 0.89 0.94b c= = =
( ) ( ) ( )( )1,1 0.89, 1,2 2,1 0.76,
2,2 0.95
c c c
c
= = =
=
( ) ( )( )2,1 0.762,1 0.811,1 0.94
cb
b= = =
( ) ( ) ( ){ }
{ }
12 2
12 2
2,2 2,2 2,1
0.95 0.81 0.54
b c b= −
= − =
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30
Example – 1 (Contd.)
( ) ( ) ( )1,1 0.94, 2,1 0.81, 2,2 0.54b b b= = =
0.94 00.81 0.54
B ⎡ ⎤= ⎢ ⎥⎣ ⎦
1 1t t tX AX Bε+ += +
, 1 , , 1
, 1 , , 1
0.47 0.21 0.94 00.31 0.37 0.81 0.54
X t X t X t
Y t Y t Y t
x xx x
ε
ε+ +
+ +
−⎡ ⎤ ⎡ ⎤ ⎡ ⎤⎡ ⎤ ⎡ ⎤= +⎢ ⎥ ⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥−⎣ ⎦ ⎣ ⎦⎣ ⎦ ⎣ ⎦ ⎣ ⎦
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31
Example – 1 (Contd.)
The initial value of xX,0 and xY,0 are considered as zero εX,1 = -0.134 and εY,1 = -0.268
,1 ,0 ,1
,1 ,0 ,1
0.47 0.21 0.94 00.31 0.37 0.81 0.54
X X X
Y Y Y
x xx x
ε
ε−⎡ ⎤ ⎡ ⎤ ⎡ ⎤⎡ ⎤ ⎡ ⎤
= +⎢ ⎥ ⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥−⎣ ⎦ ⎣ ⎦⎣ ⎦ ⎣ ⎦ ⎣ ⎦
,1
,1
0.94 0 0.1340.81 0.54 0.268
0.1260.254
X
Y
xx
−⎡ ⎤ ⎡ ⎤ ⎡ ⎤=⎢ ⎥ ⎢ ⎥ ⎢ ⎥−⎣ ⎦ ⎣ ⎦⎣ ⎦
−⎡ ⎤= ⎢ ⎥−⎣ ⎦
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32
Example – 1 (Contd.)
εX,2 = 1.639 and εY,2 = 0.134
,2 ,1 ,2
,1 ,1 ,2
0.47 0.21 0.94 00.31 0.37 0.81 0.54
X X X
Y Y Y
x xx x
ε
ε−⎡ ⎤ ⎡ ⎤ ⎡ ⎤⎡ ⎤ ⎡ ⎤
= +⎢ ⎥ ⎢ ⎥ ⎢ ⎥⎢ ⎥ ⎢ ⎥−⎣ ⎦ ⎣ ⎦⎣ ⎦ ⎣ ⎦ ⎣ ⎦
1.5431.449⎡ ⎤
= ⎢ ⎥⎣ ⎦
,2
,1
0.47 0.21 0.126 0.94 0 1.6390.31 0.37 0.254 0.81 0.54 0.134
X
Y
xx
− −⎡ ⎤ ⎡ ⎤ ⎡ ⎤ ⎡ ⎤ ⎡ ⎤= +⎢ ⎥ ⎢ ⎥ ⎢ ⎥ ⎢ ⎥ ⎢ ⎥− −⎣ ⎦ ⎣ ⎦ ⎣ ⎦ ⎣ ⎦⎣ ⎦
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Example – 1 (Contd.)
Generated annual flow at Site X : QX,1 = 5333 – 0.126*1125.1 = 5191.2 MCM QX,2 = 5333 + 1.543*1125.1 = 7069 MCM Similarly at Site Y : QY,1 = 5462 – 0.254*823.5 = 5252.8 MCM QY,2 = 5462 + 1.449*823.5 = 6655.3 MCM
Site X Y Mean 5333 5462
Std.dev. 1125.1 823.5
( ),1 ,1X X XQ x x X s= +
( ),2 ,2X X XQ x x X s= +
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CASE STUDIES
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