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International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 3 Issue 5, August 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
Linear Regressions of Predicting Rainfall over Kalay Region
Ohnmar Myint
Department of Engineering Mathematics, Technological University, Kalay, Myanmar
How to cite this paper: Ohnmar Myint
"Linear Regressions of Predicting Rainfall
over Kalay Region" Published in
International
Journal of Trend in
Scientific Research
and Development
(ijtsrd), ISSN: 2456-
6470, Volume-3 |
Issue-5, August
2019, pp.1681-1685,
https://doi.org/10.31142/ijtsrd26711
Copyright © 2019 by author(s) and
International Journalof Trend in Scientific
Research and Development Journal. This
is an Open Access article distributed
under the terms of
the Creative
CommonsAttribution
License (CC BY 4.0)
(http://creativecommons.org/licenses/by
/4.0)
ABSTRACT
Regression analysis is a statistical technique for investigating the relationship
between variables. In this paper, rainfall andwater levelprediction modelsare
discussed with the use of empirical statistical technique, Simple Linear
Regression and analyzed the development of the predictive power of Linear
Regression model to forecast the predicting rainfallandwaterlevelover Kalay
in Sagaing Region for 10 years (2008-2017).The data of the monthly rainfall
and water level used in this study were obtained from Meteorology and
Hydrology Department of Kalay, Myanmar. In July 2015, Kalaywasaffectedby
the floods. So the rainfall and water level are predicted for next five years in
this paper.
KEYWORDS:empiricalstatisticaltechnique, linearregression,predicting,rainfall,
water level
I. INTRODUCTION
The accurate and timely prediction of rainfall is a challenging task. Rainfall
information is important for foodproduction plan, water resourcemanagement
and all activity plans in the nature. The occurrence of prolonged dry period or
heavy rain at the critical stages of the cropgrowth anddevelopmentmay lead to
significant reduce crop yield. Myanmar is an agricultural country and its
economy is largely based upon crop productivity. Thus rainfall prediction
becomes a significant factor in agricultural countries like Myanmar.
A wide range of rainfall forecast methods are employed in
weather forecasting at regional and national levels.
Fundamentally, there are two approaches to predict rainfall.
They are empirical and dynamical methods. The empirical
approach is based on analysis of historical data of the
weather and its relationship to a variety of atmospheric and
oceanic variables over different parts of the world. Themost
widely use empirical approaches used forclimateprediction
are regression, artificial neural network, stochastic, fuzzy
logic and group method of data handling. In dynamical
approach, predictions are generated by physical models
based on systems of equations that predict the evolution of
the global climate system in response to initial atmospheric
conditions. The dynamical approaches are implemented
using numerical weather forecasting method [2].
In this paper, rainfall prediction model over Kalay region for
10 years is analyzed with the use of empirical statistical
technique, Linear Regression. Kalay is situated at the
western bank of MyitThar River in Sagaing Division, in the
upper of Myanmar. Kalay township is located the north
latitude of 23˚ 12‫׳‬ and the east longitude of 94˚ 19‫.׳‬The
length of township is 12 miles from east to west and the
breadth of it is 72 miles from North to South. So, we also
focus on water level of MyitThar river for 10 years and
analyze with the use of Linear Regression.
II. SIMPLE LINEAR REGRESSION MODELS
Regression is a statistical empirical techniqueof datamining
which has wide range of application in many fields like
business, biological sciences and climate prediction. It is
becoming a promising tool in the society. Regression in
simple terms is defined as predicting one variable from
The simple linear regression model is as follows.
ܻ ൌ ߚ଴ ൅ ߚଵ‫ݔ‬௜ ൅ ߝ௜, ݅ ൌ 1, 2, … , ݊.
In this equation, ܻ is value of dependent variable or say
predicted variable, ߚ଴is constant value and ߚଵ is the
predictor coefficient,the slope of regression linehowmuchܻ
changes for one unit change in ܺ, ‫ݔ‬௜arepredictorvariablesor
independent variables explaining the value of ܻand ߝ is an
error term.As the number of dependent variable increases
the accuracy in predicted value also increases.
The estimated regression line or least squares regression
line is
ܻ෠ ൌ ߚመ଴ ൅ ߚመଵ‫ݔ‬௜, ݅ ൌ 1, 2, … , ݊
where
ߚመଵ ൌ
ௌೣ೤
ௌೣೣ
, is regression coefficient and
ߚመ଴ ൌ ‫ݕ‬ത െ ߚመଵ‫̅ݔ‬.
‫̅ݔ‬ ൌ
ଵ
௡
∑ ‫ݔ‬௜ ,
ܵ௫௫ ൌ ∑	‫ݔ‬௜
ଶ
െ ݊‫̅ݔ‬ଶ
ܵ௬௬ ൌ ∑	‫ݕ‬௜
ଶ
െ ݊‫ݕ‬തଶ
ܵ௫௬ ൌ ∑ ‫ݔ‬௜‫ݕ‬௜ െ ݊‫̅ݔ‬‫ݕ‬ത	,is sample covariance.
The residual; ݁௜ ൌ ‫ݕ‬௜ െ ‫ݕ‬ො௜ and the following relations can
easily be derived.
SST (Total sum of square) = SSR (Regression sum of square)
+SSE (Error sum of square) where
	ܵܵܶ ൌ ෍ሺ‫ݕ‬௜ െ ‫ݕ‬തሻଶ
ൌ ܵ௬௬,
ܴܵܵ ൌ ෍ሺ‫ݕ‬ො௜ െ ‫ݕ‬തሻଶ
ൌ ܵ௬௬,
IJTSRD26711
International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
ܵܵ‫ܧ‬ ൌ ܵܵܶሺ1 െ ܴଶ
ሻ.
The square of the sample correlation coefficient
‫ݎ‬ ൌ
ܵ௫௬
ඥܵ௫௫ඥܵ௬௬
Is called the coefficient of determination, ܴଶ
. It plays an
important role in model checking. It tells us the goodness of
fit of the model [4], [5].
III. CASE STUDY
A. Rainfall of Kalay Region
A1: Mean Rainfall of Kalay Region for 10 years (2008-
2017)
Table 1 shows the mean rainfall of Kalay Region for 10 years
from 2008 to 2017.
Table1. Mean Rainfall & Estimated Mean Rainfall
No. of
year
X
No. of
year
Mean
rainfall
Y
Estimated
mean
rainfall
Residual
1 2008 6.79 5.63 1.16
2 2009 5.14 5.62 -0.48
3 2010 5.01 5.61 -0.6
4 2011 6.2 5.61 0.59
5 2012 4.18 5.6 -1.42
6 2013 6.21 5.6 0.61
7 2014 4.63 5.59 -0.96
8 2015 6.4 5.58 0.82
9 2016 5.53 5.58 -0.05
10 2017 5.9 5.57 0.33
Simple Linear Regression Model for Mean Rainfall
Consider mean rainfall of Kalay Region for 10 years as
shown in Table 1 and plot the scatter diagram shown in
Figure 1a and 1b where number of years is represented
along X-axis and mean rainfall of each year is represented
along Y-axis.
According to above data, regression coefficient can be
determined as follows. Here regression	coefϐicient	ߚመଵ	is	 െ
0.0061 and ߚመ଴ is 5.6327. Therefore estimated regression
model is ܻ෠ ൌ 5.6327 െ 0.0061‫ݔ‬ and which is expressed in
Figure 1a. Here, ܴଶ
ൌ 0.0005.	
The interpretation of β෠
ଵ
ൌ	െ0.0061	isthatthemean rainfall
expected to decrease, since the slope is negative.
Figure 1a Regression Line for Mean Rainfall
Figure1b. Regression Line for Estimated Mean Rainfall
A2: Mean Rainfall in Rainy Season for 10years (2008-
2017)
Table 2 shows the mean rainfall of rainy season in Kalay
Region for 10 years from 2008 to 2017.
Table 2 Mean Rainfall of Rainy Season
No of Year X Y
16.64 1 2008
10.76 2 2009
10.28 3 2010
14.28 4 2011
10.56 5 2012
14.15 6 2013
11.15 7 2014
14.99 8 2015
12.32 9 2016
13.68 10 2017
Simple Linear Regression Model for Mean Rainfall in
Rainy Season
According to above data, regression coefficient can be
determined as follows. Here
regression	coefϐicient	ߚመଵ	is	0.0123 and ߚመ଴ is 12.813.
Therefore estimated regression model	݅‫ܻ		ݏ‬෡ ൌ 12.813 ൅
0.0123‫	ݔ‬and which is expressed in Figure 2. Here
ܴଶ
ൌ 0.0003. The mean rainfall of Kalay region in rainy
season can be expected to increase since the slope	ߚ෡ଵ ൌ
	0.0123 is positive.
Figure2. Estimated Regression Line for Mean Rainfall in
Rainy Season
y = 5.6327-0.0061x ; R² = 0.0005
3
3.5
4
4.5
5
5.5
6
6.5
7
0 2 4 6 8 10
Meanrainfallofeachyear
No. of year
Mean Rainfall of Kalay for 10 years
5.54
5.55
5.56
5.57
5.58
5.59
5.6
5.61
5.62
5.63
5.64
1 2 3 4 5 6 7 8 9 10
Eestimatedmeanrainfal
No. of year
Estimated Mean Rainfall for ten years
estimated mean
rainfall
Linear
(estimated
mean rainfall)
y = 0.0123x + 12.813
R² = 0.0003
0
2
4
6
8
10
12
14
16
18
0 2 4 6 8 10
Meanrainfall
No. of year
Mean rainfall of rainy season for 10
years
International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
B. Water Level of MyitThar River
B1: Mean Highest Water Level of MyitThar River for 10
years (2008-2017)
Table 3 shows the mean highest water level of Mithras River
for 10 years from 2008 to 2017.
Table 3 Mean Highest Water Level
No of Year X Y
527.5 1 2008
499 2 2009
471.7 3 2010
552.8 4 2011
419.2 5 2012
554.7 6 2013
426.4 7 2014
706.9 8 2015
600.8 9 2016
578.6 10 2017
Simple Linear Regression Model forHighestWaterLevel
Consider mean highest water level of MyitThar River for 10
years and plot the scatter diagram shown in Figure 3 where
number of years is represented along X-axis and mean
highest water level of each year is represented alongY-axis.
Here ‫ݎ‬egression	coefϐicient	ߚመଵis	12.759 and ߚመ଴ is 463.57.
Therefore estimated regression model isܻ෠ ൌ 463.57 ൅
12.759‫ݔ‬and which is expressed in Figure 3. Here,
ܴଶ
ൌ 0.2003.The mean highest water levelofMyitThar river
for 10 years can be expected to increase since the
slope	ߚመଵ ൌ 	12.759 is positive.
Figure3. Estimated Regression Line for Mean Highest
Water Level of Mithras River
B2: Mean Highest Water Level of Mithras River in Rainy
Season
Table 4 shows the mean highest water level of Mithras River
in rainy season, from Jun to September, for 10 years from
2008 to 2017.
Table 4.Mean Highest Water Level in Rainy Season
No of Year X Y
845.5 1 2008
623 2 2009
632.5 3 2010
902.25 4 2011
633.25 5 2012
868.75 6 2013
650.25 7 2014
1243.75 8 2015
783.25 9 2016
878 10 2017
Simple Linear Regression Model forMeanHighestWater
Level in Rainy Season
According to above data, regression coefficient can be
determined as follows. Here
regression	coefϐicient	ߚመଵ	is	24.194 and ߚመ଴ is 673.58.
Therefore estimated regression model is ܻ෠ ൌ 673.58 ൅
24.194‫ݔ‬and which is expressed in Figure 4.Here,
ܴଶ
ൌ 0.1465.The mean highest water levelofMyitThar river
in rainy season can be expected to increase since the
slope	ߚ෡ଵ ൌ 	24.194 is positive.
Figure 4 Estimated Regression Line for Mean Highest
Water Level in Rainy Season
C: Rainfall of Kalay Region and Highest Water Level of Mithras River
Table 5 shows the rainfall of Kalay region and highest water level of MyitThar river in July for 10 years from 2008 to 2017.
Table 5.Rainfall of Kalay Region and Highest Water Level of Mithras River in July
No. of year Rain-fall Highest water level No. of year Rain-fall High-est water level
1 2008 27.91 1024 6 2013 15.91 663
2 2009 8.39 442 7 2014 13.34 547
3 2010 9.18 609 8 2015 31.61 1942
4 2011 15.52 912 9 2016 16.64 691
5 2012 11.57 416 10 2017 17.08 866
The rainfall of Kalay region and highest water level of Mithras River in July for 10 years are analyzed as shown in Figures 5a
and 5b respectively. We can obviously see that among them, in year 2015, both the rainfall and water level are maximum and
y = 12.759x + 463.57
R² = 0.2003
300
350
400
450
500
550
600
650
700
750
0 1 2 3 4 5 6 7 8 9 10
MeanWaterLevel
No. of Year
Mean highest water level of Myit har River
y =673.58+ 24.19x
R² = 0.1465
0
200
400
600
800
1000
1200
1400
0 2 4 6 8 10
WaterLevel
No. of Year
Mean Highest Water Level in Rainy Season
International Journal of Trend in Scientific Research and Development (IJTSRD)
Figure 5a.Rainfall of Kalay Region in July
Figure 5b Highest Water Level of Mithras river in July
Figure 5c Highest Water Level and Danger Level of
River in July
Table 6.Rainfall and Highest Water Level in 2008 and 2015
2008
Rainfall
in July 27.91
in rainy
season(mean)
16.64
for a year(mean) 6.79
Highest
Water
Level
in July 1024
in rainy season(mean) 845.5
for a year(mean) 527.5
0
5
10
15
20
25
30
35
2008 2009 2010 2011 2012 2013 2014 2015
Rainfall
0
500
1000
1500
2000
2500
2008 2009 2010 2011 2012 2013 2014 2015
Highest Water Level
0
500
1000
1500
2000
2500
1 2 3 4 5 6 7 8 9 10
waterlevel
no of year
Highest water level and danger level in July
Danger Level
Highest water
level in July
Scientific Research and Development (IJTSRD) @ www.ijtsrd.com
Figure 5a.Rainfall of Kalay Region in July
river in July
Highest Water Level and Danger Level of Mithras
Highest Water Level in 2008 and 2015
2008 2015
27.91 31.61
16.64 14.99
6.4
1024 1942
845.5 1243.75
527.5 706.92
According to the previous data analysis and trends of
regression lines, we can forecast for the estimated mean
rainfall of Kalay region and mean
MyitThar river for next 5 years from 2018 to 2022 as shown
in Table 7.
Table 7 Estimated Rainfall and Highest Water Level in next
5 years (from 2018 to 2022)
Rainfall
in
rainy
season
(Mean)
For a
year
(Mean)
1 2018 12.9483 5.5656
2 2019 12.9606 5.5595
3 2020 12.9729 5.5534
4 2021 12.9852 5.5473
5 2022 12.9975 5.5412
IV. RESULTS AND DISCUSSIONS
In years 2008 and 2015, the mean rainfall of Kalay Region is
maximum based on previous 10 years data and it will be
expected to decrease since the slope of the regression line is
negative. Furthermore, in those years, the
Kalay Region in rainy season is also maximum but it will be
expected to increase since the slope of the regression line is
positive.
Similarly, in year 2015, the mean
MyitThar river is maximum based on previous 10 years
and it will be expected to increase since the slope of the
regression lines are positive, so does
level of MyitThar river in rainy season
In July 2015, a monsoon rain triggered a natural disaster,
and a state of emergency was declared in four regions of the
country. The disaster caused a flash flood in Kalay and
surrounding areas.Kalaywasdevastated bythedisaster.
reason is because of the maximum rainfall and waterlevel
MyitThar river. In July 2015, both therainfal
are maximum and these are above the danger level
According to data analysis for next 5 years,
be maximum and water level can be reached to the danger
level. So preparations will be needed to prevent from
flood in Kalay and surrounding areas.
V. CONCLUSION
The values of rainfall are calculated using the data collected
over ten years. Mean rainfall of Kalay region and highest
water level of MyitThar river for 10 years and rainy season
as well are used as a dependent variables in simple linear
regression, which can improve the efficiencyof predictionof
rainfall and water level.
VI. ACKNOWLEDGEMENTS
The author would also like to thank the Department of
Hydrology and Meteorology, Kalay for providing important
and valuable data for the research. The author special
would like to Dr Khaing Khaing Aye, Professor and Head of
Yangon Technological University for her giving helpful
advice and commands throughout the research.
2016 2017
2015 2016 2017
Highest water level and danger level in July
Danger Level
Highest water
level in July
www.ijtsrd.com eISSN: 2456-6470
According to the previous data analysis and trends of
regression lines, we can forecast for the estimated mean
rainfall of Kalay region and mean highest water level of
for next 5 years from 2018 to 2022 as shown
Estimated Rainfall and Highest Water Level in next
5 years (from 2018 to 2022)
Highest water level
in rainy
season
(Mean)
for a
year
(Mean)
939.714 603.919
963.908 616.678
988.102 629.437
1012.3 642.196
1036.49 654.955
RESULTS AND DISCUSSIONS
rainfall of Kalay Region is
maximum based on previous 10 years data and it will be
expected to decrease since the slope of the regression line is
in those years, the mean rainfall of
Kalay Region in rainy season is also maximum but it will be
expected to increase since the slope of the regression line is
Similarly, in year 2015, the mean highest water level of
is maximum based on previous 10 yearsdata
expected to increase since the slope of the
regression lines are positive, so does themeanhighestwater
in rainy season.
In July 2015, a monsoon rain triggered a natural disaster,
declared in four regions of the
country. The disaster caused a flash flood in Kalay and
surrounding areas. Kalaywasdevastated bythedisaster. The
maximum rainfall and waterlevel of
. In July 2015, both therainfall and water level
are maximum and these are above the danger level 1100cm.
According to data analysis for next 5 years, the rainfall will
be maximum and water level can be reached to the danger
level. So preparations will be needed to prevent from flash
ood in Kalay and surrounding areas.
The values of rainfall are calculated using the data collected
over ten years. Mean rainfall of Kalay region and highest
water level of MyitThar river for 10 years and rainy season
as well are used as a dependent variables in simple linear
h can improve the efficiencyofprediction of
The author would also like to thank the Department of
Hydrology and Meteorology, Kalay for providing important
and valuable data for the research. The author specially
would like to Dr Khaing Khaing Aye, Professor and Head of
Yangon Technological University for her giving helpful
advice and commands throughout the research.
International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
@ IJTSRD | Unique Paper ID – IJTSRD26711 | Volume – 3 | Issue – 5 | July - August 2019 Page 1685
REFERENCES
[1] MAINavid and NH Niloy, “Multiple Linear Regressions
for Predicting Rainfall for Bangladesh.”
Communications, Science PG, vol. 6, No. 1, pp. 1-4,1990
[2] Wint Thida Zaw and Thinn Thu Naing, “Empirical
Statistical Modeling of Rainfall Prediction over
Myanmar.” International Journal of Computer and
Information Engineering, vol. 2, No. 10, pp. 3418-3421,
2008
[3] Paras and Sanjay Mathur, “A Simple Weather
Forecasting Model using Mathematical Regression.”
Indian Research Journal of Extension Education,
Special Issue, vol. 1, pp. 161-168, 2012
[4] Douglas C. Montgomery, Elizabeth A. Peck and G.
Geoffrey Vining, “Introduction to Linear Regression
Analysis.” Fifth Edition, Wiley Series in Probability and
Statistics,2012
[5] John O. Rawlings, Sastry G. Pantula and David A.
Dickey, “Applied Regression Analysis.” SecondEdition,
Springer, 1998

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Linear Regressions of Predicting Rainfall over Kalay Region

  • 1. International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 3 Issue 5, August 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 Linear Regressions of Predicting Rainfall over Kalay Region Ohnmar Myint Department of Engineering Mathematics, Technological University, Kalay, Myanmar How to cite this paper: Ohnmar Myint "Linear Regressions of Predicting Rainfall over Kalay Region" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456- 6470, Volume-3 | Issue-5, August 2019, pp.1681-1685, https://doi.org/10.31142/ijtsrd26711 Copyright © 2019 by author(s) and International Journalof Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative CommonsAttribution License (CC BY 4.0) (http://creativecommons.org/licenses/by /4.0) ABSTRACT Regression analysis is a statistical technique for investigating the relationship between variables. In this paper, rainfall andwater levelprediction modelsare discussed with the use of empirical statistical technique, Simple Linear Regression and analyzed the development of the predictive power of Linear Regression model to forecast the predicting rainfallandwaterlevelover Kalay in Sagaing Region for 10 years (2008-2017).The data of the monthly rainfall and water level used in this study were obtained from Meteorology and Hydrology Department of Kalay, Myanmar. In July 2015, Kalaywasaffectedby the floods. So the rainfall and water level are predicted for next five years in this paper. KEYWORDS:empiricalstatisticaltechnique, linearregression,predicting,rainfall, water level I. INTRODUCTION The accurate and timely prediction of rainfall is a challenging task. Rainfall information is important for foodproduction plan, water resourcemanagement and all activity plans in the nature. The occurrence of prolonged dry period or heavy rain at the critical stages of the cropgrowth anddevelopmentmay lead to significant reduce crop yield. Myanmar is an agricultural country and its economy is largely based upon crop productivity. Thus rainfall prediction becomes a significant factor in agricultural countries like Myanmar. A wide range of rainfall forecast methods are employed in weather forecasting at regional and national levels. Fundamentally, there are two approaches to predict rainfall. They are empirical and dynamical methods. The empirical approach is based on analysis of historical data of the weather and its relationship to a variety of atmospheric and oceanic variables over different parts of the world. Themost widely use empirical approaches used forclimateprediction are regression, artificial neural network, stochastic, fuzzy logic and group method of data handling. In dynamical approach, predictions are generated by physical models based on systems of equations that predict the evolution of the global climate system in response to initial atmospheric conditions. The dynamical approaches are implemented using numerical weather forecasting method [2]. In this paper, rainfall prediction model over Kalay region for 10 years is analyzed with the use of empirical statistical technique, Linear Regression. Kalay is situated at the western bank of MyitThar River in Sagaing Division, in the upper of Myanmar. Kalay township is located the north latitude of 23˚ 12‫׳‬ and the east longitude of 94˚ 19‫.׳‬The length of township is 12 miles from east to west and the breadth of it is 72 miles from North to South. So, we also focus on water level of MyitThar river for 10 years and analyze with the use of Linear Regression. II. SIMPLE LINEAR REGRESSION MODELS Regression is a statistical empirical techniqueof datamining which has wide range of application in many fields like business, biological sciences and climate prediction. It is becoming a promising tool in the society. Regression in simple terms is defined as predicting one variable from The simple linear regression model is as follows. ܻ ൌ ߚ଴ ൅ ߚଵ‫ݔ‬௜ ൅ ߝ௜, ݅ ൌ 1, 2, … , ݊. In this equation, ܻ is value of dependent variable or say predicted variable, ߚ଴is constant value and ߚଵ is the predictor coefficient,the slope of regression linehowmuchܻ changes for one unit change in ܺ, ‫ݔ‬௜arepredictorvariablesor independent variables explaining the value of ܻand ߝ is an error term.As the number of dependent variable increases the accuracy in predicted value also increases. The estimated regression line or least squares regression line is ܻ෠ ൌ ߚመ଴ ൅ ߚመଵ‫ݔ‬௜, ݅ ൌ 1, 2, … , ݊ where ߚመଵ ൌ ௌೣ೤ ௌೣೣ , is regression coefficient and ߚመ଴ ൌ ‫ݕ‬ത െ ߚመଵ‫̅ݔ‬. ‫̅ݔ‬ ൌ ଵ ௡ ∑ ‫ݔ‬௜ , ܵ௫௫ ൌ ∑ ‫ݔ‬௜ ଶ െ ݊‫̅ݔ‬ଶ ܵ௬௬ ൌ ∑ ‫ݕ‬௜ ଶ െ ݊‫ݕ‬തଶ ܵ௫௬ ൌ ∑ ‫ݔ‬௜‫ݕ‬௜ െ ݊‫̅ݔ‬‫ݕ‬ത ,is sample covariance. The residual; ݁௜ ൌ ‫ݕ‬௜ െ ‫ݕ‬ො௜ and the following relations can easily be derived. SST (Total sum of square) = SSR (Regression sum of square) +SSE (Error sum of square) where ܵܵܶ ൌ ෍ሺ‫ݕ‬௜ െ ‫ݕ‬തሻଶ ൌ ܵ௬௬, ܴܵܵ ൌ ෍ሺ‫ݕ‬ො௜ െ ‫ݕ‬തሻଶ ൌ ܵ௬௬, IJTSRD26711
  • 2. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 ܵܵ‫ܧ‬ ൌ ܵܵܶሺ1 െ ܴଶ ሻ. The square of the sample correlation coefficient ‫ݎ‬ ൌ ܵ௫௬ ඥܵ௫௫ඥܵ௬௬ Is called the coefficient of determination, ܴଶ . It plays an important role in model checking. It tells us the goodness of fit of the model [4], [5]. III. CASE STUDY A. Rainfall of Kalay Region A1: Mean Rainfall of Kalay Region for 10 years (2008- 2017) Table 1 shows the mean rainfall of Kalay Region for 10 years from 2008 to 2017. Table1. Mean Rainfall & Estimated Mean Rainfall No. of year X No. of year Mean rainfall Y Estimated mean rainfall Residual 1 2008 6.79 5.63 1.16 2 2009 5.14 5.62 -0.48 3 2010 5.01 5.61 -0.6 4 2011 6.2 5.61 0.59 5 2012 4.18 5.6 -1.42 6 2013 6.21 5.6 0.61 7 2014 4.63 5.59 -0.96 8 2015 6.4 5.58 0.82 9 2016 5.53 5.58 -0.05 10 2017 5.9 5.57 0.33 Simple Linear Regression Model for Mean Rainfall Consider mean rainfall of Kalay Region for 10 years as shown in Table 1 and plot the scatter diagram shown in Figure 1a and 1b where number of years is represented along X-axis and mean rainfall of each year is represented along Y-axis. According to above data, regression coefficient can be determined as follows. Here regression coefϐicient ߚመଵ is െ 0.0061 and ߚመ଴ is 5.6327. Therefore estimated regression model is ܻ෠ ൌ 5.6327 െ 0.0061‫ݔ‬ and which is expressed in Figure 1a. Here, ܴଶ ൌ 0.0005. The interpretation of β෠ ଵ ൌ െ0.0061 isthatthemean rainfall expected to decrease, since the slope is negative. Figure 1a Regression Line for Mean Rainfall Figure1b. Regression Line for Estimated Mean Rainfall A2: Mean Rainfall in Rainy Season for 10years (2008- 2017) Table 2 shows the mean rainfall of rainy season in Kalay Region for 10 years from 2008 to 2017. Table 2 Mean Rainfall of Rainy Season No of Year X Y 16.64 1 2008 10.76 2 2009 10.28 3 2010 14.28 4 2011 10.56 5 2012 14.15 6 2013 11.15 7 2014 14.99 8 2015 12.32 9 2016 13.68 10 2017 Simple Linear Regression Model for Mean Rainfall in Rainy Season According to above data, regression coefficient can be determined as follows. Here regression coefϐicient ߚመଵ is 0.0123 and ߚመ଴ is 12.813. Therefore estimated regression model ݅‫ܻ ݏ‬෡ ൌ 12.813 ൅ 0.0123‫ ݔ‬and which is expressed in Figure 2. Here ܴଶ ൌ 0.0003. The mean rainfall of Kalay region in rainy season can be expected to increase since the slope ߚ෡ଵ ൌ 0.0123 is positive. Figure2. Estimated Regression Line for Mean Rainfall in Rainy Season y = 5.6327-0.0061x ; R² = 0.0005 3 3.5 4 4.5 5 5.5 6 6.5 7 0 2 4 6 8 10 Meanrainfallofeachyear No. of year Mean Rainfall of Kalay for 10 years 5.54 5.55 5.56 5.57 5.58 5.59 5.6 5.61 5.62 5.63 5.64 1 2 3 4 5 6 7 8 9 10 Eestimatedmeanrainfal No. of year Estimated Mean Rainfall for ten years estimated mean rainfall Linear (estimated mean rainfall) y = 0.0123x + 12.813 R² = 0.0003 0 2 4 6 8 10 12 14 16 18 0 2 4 6 8 10 Meanrainfall No. of year Mean rainfall of rainy season for 10 years
  • 3. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 B. Water Level of MyitThar River B1: Mean Highest Water Level of MyitThar River for 10 years (2008-2017) Table 3 shows the mean highest water level of Mithras River for 10 years from 2008 to 2017. Table 3 Mean Highest Water Level No of Year X Y 527.5 1 2008 499 2 2009 471.7 3 2010 552.8 4 2011 419.2 5 2012 554.7 6 2013 426.4 7 2014 706.9 8 2015 600.8 9 2016 578.6 10 2017 Simple Linear Regression Model forHighestWaterLevel Consider mean highest water level of MyitThar River for 10 years and plot the scatter diagram shown in Figure 3 where number of years is represented along X-axis and mean highest water level of each year is represented alongY-axis. Here ‫ݎ‬egression coefϐicient ߚመଵis 12.759 and ߚመ଴ is 463.57. Therefore estimated regression model isܻ෠ ൌ 463.57 ൅ 12.759‫ݔ‬and which is expressed in Figure 3. Here, ܴଶ ൌ 0.2003.The mean highest water levelofMyitThar river for 10 years can be expected to increase since the slope ߚመଵ ൌ 12.759 is positive. Figure3. Estimated Regression Line for Mean Highest Water Level of Mithras River B2: Mean Highest Water Level of Mithras River in Rainy Season Table 4 shows the mean highest water level of Mithras River in rainy season, from Jun to September, for 10 years from 2008 to 2017. Table 4.Mean Highest Water Level in Rainy Season No of Year X Y 845.5 1 2008 623 2 2009 632.5 3 2010 902.25 4 2011 633.25 5 2012 868.75 6 2013 650.25 7 2014 1243.75 8 2015 783.25 9 2016 878 10 2017 Simple Linear Regression Model forMeanHighestWater Level in Rainy Season According to above data, regression coefficient can be determined as follows. Here regression coefϐicient ߚመଵ is 24.194 and ߚመ଴ is 673.58. Therefore estimated regression model is ܻ෠ ൌ 673.58 ൅ 24.194‫ݔ‬and which is expressed in Figure 4.Here, ܴଶ ൌ 0.1465.The mean highest water levelofMyitThar river in rainy season can be expected to increase since the slope ߚ෡ଵ ൌ 24.194 is positive. Figure 4 Estimated Regression Line for Mean Highest Water Level in Rainy Season C: Rainfall of Kalay Region and Highest Water Level of Mithras River Table 5 shows the rainfall of Kalay region and highest water level of MyitThar river in July for 10 years from 2008 to 2017. Table 5.Rainfall of Kalay Region and Highest Water Level of Mithras River in July No. of year Rain-fall Highest water level No. of year Rain-fall High-est water level 1 2008 27.91 1024 6 2013 15.91 663 2 2009 8.39 442 7 2014 13.34 547 3 2010 9.18 609 8 2015 31.61 1942 4 2011 15.52 912 9 2016 16.64 691 5 2012 11.57 416 10 2017 17.08 866 The rainfall of Kalay region and highest water level of Mithras River in July for 10 years are analyzed as shown in Figures 5a and 5b respectively. We can obviously see that among them, in year 2015, both the rainfall and water level are maximum and y = 12.759x + 463.57 R² = 0.2003 300 350 400 450 500 550 600 650 700 750 0 1 2 3 4 5 6 7 8 9 10 MeanWaterLevel No. of Year Mean highest water level of Myit har River y =673.58+ 24.19x R² = 0.1465 0 200 400 600 800 1000 1200 1400 0 2 4 6 8 10 WaterLevel No. of Year Mean Highest Water Level in Rainy Season
  • 4. International Journal of Trend in Scientific Research and Development (IJTSRD) Figure 5a.Rainfall of Kalay Region in July Figure 5b Highest Water Level of Mithras river in July Figure 5c Highest Water Level and Danger Level of River in July Table 6.Rainfall and Highest Water Level in 2008 and 2015 2008 Rainfall in July 27.91 in rainy season(mean) 16.64 for a year(mean) 6.79 Highest Water Level in July 1024 in rainy season(mean) 845.5 for a year(mean) 527.5 0 5 10 15 20 25 30 35 2008 2009 2010 2011 2012 2013 2014 2015 Rainfall 0 500 1000 1500 2000 2500 2008 2009 2010 2011 2012 2013 2014 2015 Highest Water Level 0 500 1000 1500 2000 2500 1 2 3 4 5 6 7 8 9 10 waterlevel no of year Highest water level and danger level in July Danger Level Highest water level in July Scientific Research and Development (IJTSRD) @ www.ijtsrd.com Figure 5a.Rainfall of Kalay Region in July river in July Highest Water Level and Danger Level of Mithras Highest Water Level in 2008 and 2015 2008 2015 27.91 31.61 16.64 14.99 6.4 1024 1942 845.5 1243.75 527.5 706.92 According to the previous data analysis and trends of regression lines, we can forecast for the estimated mean rainfall of Kalay region and mean MyitThar river for next 5 years from 2018 to 2022 as shown in Table 7. Table 7 Estimated Rainfall and Highest Water Level in next 5 years (from 2018 to 2022) Rainfall in rainy season (Mean) For a year (Mean) 1 2018 12.9483 5.5656 2 2019 12.9606 5.5595 3 2020 12.9729 5.5534 4 2021 12.9852 5.5473 5 2022 12.9975 5.5412 IV. RESULTS AND DISCUSSIONS In years 2008 and 2015, the mean rainfall of Kalay Region is maximum based on previous 10 years data and it will be expected to decrease since the slope of the regression line is negative. Furthermore, in those years, the Kalay Region in rainy season is also maximum but it will be expected to increase since the slope of the regression line is positive. Similarly, in year 2015, the mean MyitThar river is maximum based on previous 10 years and it will be expected to increase since the slope of the regression lines are positive, so does level of MyitThar river in rainy season In July 2015, a monsoon rain triggered a natural disaster, and a state of emergency was declared in four regions of the country. The disaster caused a flash flood in Kalay and surrounding areas.Kalaywasdevastated bythedisaster. reason is because of the maximum rainfall and waterlevel MyitThar river. In July 2015, both therainfal are maximum and these are above the danger level According to data analysis for next 5 years, be maximum and water level can be reached to the danger level. So preparations will be needed to prevent from flood in Kalay and surrounding areas. V. CONCLUSION The values of rainfall are calculated using the data collected over ten years. Mean rainfall of Kalay region and highest water level of MyitThar river for 10 years and rainy season as well are used as a dependent variables in simple linear regression, which can improve the efficiencyof predictionof rainfall and water level. VI. ACKNOWLEDGEMENTS The author would also like to thank the Department of Hydrology and Meteorology, Kalay for providing important and valuable data for the research. The author special would like to Dr Khaing Khaing Aye, Professor and Head of Yangon Technological University for her giving helpful advice and commands throughout the research. 2016 2017 2015 2016 2017 Highest water level and danger level in July Danger Level Highest water level in July www.ijtsrd.com eISSN: 2456-6470 According to the previous data analysis and trends of regression lines, we can forecast for the estimated mean rainfall of Kalay region and mean highest water level of for next 5 years from 2018 to 2022 as shown Estimated Rainfall and Highest Water Level in next 5 years (from 2018 to 2022) Highest water level in rainy season (Mean) for a year (Mean) 939.714 603.919 963.908 616.678 988.102 629.437 1012.3 642.196 1036.49 654.955 RESULTS AND DISCUSSIONS rainfall of Kalay Region is maximum based on previous 10 years data and it will be expected to decrease since the slope of the regression line is in those years, the mean rainfall of Kalay Region in rainy season is also maximum but it will be expected to increase since the slope of the regression line is Similarly, in year 2015, the mean highest water level of is maximum based on previous 10 yearsdata expected to increase since the slope of the regression lines are positive, so does themeanhighestwater in rainy season. In July 2015, a monsoon rain triggered a natural disaster, declared in four regions of the country. The disaster caused a flash flood in Kalay and surrounding areas. Kalaywasdevastated bythedisaster. The maximum rainfall and waterlevel of . In July 2015, both therainfall and water level are maximum and these are above the danger level 1100cm. According to data analysis for next 5 years, the rainfall will be maximum and water level can be reached to the danger level. So preparations will be needed to prevent from flash ood in Kalay and surrounding areas. The values of rainfall are calculated using the data collected over ten years. Mean rainfall of Kalay region and highest water level of MyitThar river for 10 years and rainy season as well are used as a dependent variables in simple linear h can improve the efficiencyofprediction of The author would also like to thank the Department of Hydrology and Meteorology, Kalay for providing important and valuable data for the research. The author specially would like to Dr Khaing Khaing Aye, Professor and Head of Yangon Technological University for her giving helpful advice and commands throughout the research.
  • 5. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 @ IJTSRD | Unique Paper ID – IJTSRD26711 | Volume – 3 | Issue – 5 | July - August 2019 Page 1685 REFERENCES [1] MAINavid and NH Niloy, “Multiple Linear Regressions for Predicting Rainfall for Bangladesh.” Communications, Science PG, vol. 6, No. 1, pp. 1-4,1990 [2] Wint Thida Zaw and Thinn Thu Naing, “Empirical Statistical Modeling of Rainfall Prediction over Myanmar.” International Journal of Computer and Information Engineering, vol. 2, No. 10, pp. 3418-3421, 2008 [3] Paras and Sanjay Mathur, “A Simple Weather Forecasting Model using Mathematical Regression.” Indian Research Journal of Extension Education, Special Issue, vol. 1, pp. 161-168, 2012 [4] Douglas C. Montgomery, Elizabeth A. Peck and G. Geoffrey Vining, “Introduction to Linear Regression Analysis.” Fifth Edition, Wiley Series in Probability and Statistics,2012 [5] John O. Rawlings, Sastry G. Pantula and David A. Dickey, “Applied Regression Analysis.” SecondEdition, Springer, 1998