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Department of Civil Engineering
JSPM Narhe Technical Campus
Savitribai Phule Pune University
2023 -2024
Analysis and Assessment of Silting in Ujani Reservoir using
“SWAT”.
Presented By
Chandrakant Ravindra Dalvi (A-19)
Sourabh Sanjay Shinde (B-34)
Ritesh Rajendra Jadhav (A-42)
Shubham Santosh Dhavle (A-27)
Mayuresh Jitendra Kunjir (A-62)
Guide
Prof. T.Y. Niwal
1
 Introduction
 Aim
 Objective
 Problem Statement
 Literature Survey
 Methodology
 Planning of phase II
 References
2
The Ujani Dam Which is constructed On the Bhima River Basin near Ujani
Village, Solapur in Maharashtra .The construction of this dam is began in
1969 and successfully opening in June 1980. The construction cost of the
dam is 8329.6 Cr is Provided by Govt. Of Maharashtra. The Total Length
serviceable is 2534 m , Height is 56.38 m and width of dam is 6.7 m . The
dam consist of 41 spillway gates and capacity of 15717 cubic meter per
second and the total capacity of dam 110 TMC. The total catchment which
named as Yashwant Sagar is covered by Ujani dam is 14850 Sq. km. This
is composite of Earth fill and concrete Gravity Dam.
After construction of the Ujani Dam the velocity of Water in Bhima River
has reduced to greater extent. Which has lead to Severe problem of the
Silting in the basin of Ujani reservoir which is problematic such as
reduction in depth of basin and reducing the capacity of reservior.
4
To Analyze and Assess the silting of an
Ujani Reservoir
6
 To Collect data from water resource
department (WRD) and Hydrological
department.
 To Identify reduced capacity of reservoir.
 Analysis of Siltation using SWAT (Soil and
water assessment tool) .
 Forecasting the quantity of siltation in next 4
decades.
7
6
 When Ujani dam was constructed capacity of dam was 110
TMC. But now from various reports and research we have
came to know that due to silting the capacity of dam is
reduced by 12 TMC.
 Which is nearly 20 percent. This is very severe condition and
no dam in Maharashtra has faced such huge problem.
7
 Due to construction of Ujani Dam across the Bhima River the
velocity of water get reduced due to that siltation takes place
to greater extent. Which has lead to Severe problem of the
Silting in the basin of Ujani reservoir which is problematic
such as reduction in depth of basin and reducing the capacity
of reservoir. Hence to reduce silting, assessment of quantity of
silting and providing a solution is necessary. Ujani reservoir
has an higher flat terrain and thus have a siltation as an main
issue in the reservoir
8
9
Literature Survey
10
11
12
13
14
15
 Over the past 20 years, the Soil and Water
Assessment Tool (SWAT) has become widely used
across the globe.
 SWAT model application has three large
hydrological and environmental research areas:
runoff simulation, non-point source pollution, and
hydrological impacts under changing
environments.
16
17
18
Catchment maps(SWAT output)
19
Sediment Yield Per Two Month
 Latest Survey Done By an Government Agency MERI States
an Siltation of 106.39 Million Tons (301.288Mm^3) Till 2018.
 Every year 0.5Mm^3 Silt is increasing in Ujani Reservoir.
 Silting in Ujani Reservoir Till Nov 2023 is 109.6 Million Tons
(310.35Mm^3).
20
21
Sr.No. Activity Dates
1 Ujani Dam Visit And collection of
required data
20-10-2023
To
31-10-2023
2 Study of a Various Reports of (WRD) on
Silting.
10-11-2023
To
20-11-2023
3 Analysis of silting in Ujani reservoir
using SWAT
02-02-2024
To
14-02-2024
• WWW.Google/scholar.com
 Sediment Assessment Of Ujjani Reservoir In Maharashtra By Using Remote
Sensing Technique. Journal- Irjet 8 – August – 2017
 Assessing The Suitability Of The Ujjani Dam Water And Its Surrounding Ground
Water For Irrigation Purposes Using Gis Techniques Year - 2017
 At Modelling For Sediment Yield: A Case Study Of Ujjani Reservoir In
Maharashtra. Journal-ijciet 1- January- 2018
 Health Monitoring Of Concrete Dams Year - 2015
 Reservoir Sedimentation Studies Using Satellite Remote Sensing Technique And
Mathematical Modeling Year – January 2016
22
Thank you
23

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Phase 2 Review bb b. B b b b b2.pptx

  • 1. Department of Civil Engineering JSPM Narhe Technical Campus Savitribai Phule Pune University 2023 -2024 Analysis and Assessment of Silting in Ujani Reservoir using “SWAT”. Presented By Chandrakant Ravindra Dalvi (A-19) Sourabh Sanjay Shinde (B-34) Ritesh Rajendra Jadhav (A-42) Shubham Santosh Dhavle (A-27) Mayuresh Jitendra Kunjir (A-62) Guide Prof. T.Y. Niwal 1
  • 2.  Introduction  Aim  Objective  Problem Statement  Literature Survey  Methodology  Planning of phase II  References 2
  • 3. The Ujani Dam Which is constructed On the Bhima River Basin near Ujani Village, Solapur in Maharashtra .The construction of this dam is began in 1969 and successfully opening in June 1980. The construction cost of the dam is 8329.6 Cr is Provided by Govt. Of Maharashtra. The Total Length serviceable is 2534 m , Height is 56.38 m and width of dam is 6.7 m . The dam consist of 41 spillway gates and capacity of 15717 cubic meter per second and the total capacity of dam 110 TMC. The total catchment which named as Yashwant Sagar is covered by Ujani dam is 14850 Sq. km. This is composite of Earth fill and concrete Gravity Dam. After construction of the Ujani Dam the velocity of Water in Bhima River has reduced to greater extent. Which has lead to Severe problem of the Silting in the basin of Ujani reservoir which is problematic such as reduction in depth of basin and reducing the capacity of reservior. 4
  • 4. To Analyze and Assess the silting of an Ujani Reservoir 6
  • 5.  To Collect data from water resource department (WRD) and Hydrological department.  To Identify reduced capacity of reservoir.  Analysis of Siltation using SWAT (Soil and water assessment tool) .  Forecasting the quantity of siltation in next 4 decades. 7
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  • 7.  When Ujani dam was constructed capacity of dam was 110 TMC. But now from various reports and research we have came to know that due to silting the capacity of dam is reduced by 12 TMC.  Which is nearly 20 percent. This is very severe condition and no dam in Maharashtra has faced such huge problem. 7
  • 8.  Due to construction of Ujani Dam across the Bhima River the velocity of water get reduced due to that siltation takes place to greater extent. Which has lead to Severe problem of the Silting in the basin of Ujani reservoir which is problematic such as reduction in depth of basin and reducing the capacity of reservoir. Hence to reduce silting, assessment of quantity of silting and providing a solution is necessary. Ujani reservoir has an higher flat terrain and thus have a siltation as an main issue in the reservoir 8
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  • 16.  Over the past 20 years, the Soil and Water Assessment Tool (SWAT) has become widely used across the globe.  SWAT model application has three large hydrological and environmental research areas: runoff simulation, non-point source pollution, and hydrological impacts under changing environments. 16
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  • 20.  Latest Survey Done By an Government Agency MERI States an Siltation of 106.39 Million Tons (301.288Mm^3) Till 2018.  Every year 0.5Mm^3 Silt is increasing in Ujani Reservoir.  Silting in Ujani Reservoir Till Nov 2023 is 109.6 Million Tons (310.35Mm^3). 20
  • 21. 21 Sr.No. Activity Dates 1 Ujani Dam Visit And collection of required data 20-10-2023 To 31-10-2023 2 Study of a Various Reports of (WRD) on Silting. 10-11-2023 To 20-11-2023 3 Analysis of silting in Ujani reservoir using SWAT 02-02-2024 To 14-02-2024
  • 22. • WWW.Google/scholar.com  Sediment Assessment Of Ujjani Reservoir In Maharashtra By Using Remote Sensing Technique. Journal- Irjet 8 – August – 2017  Assessing The Suitability Of The Ujjani Dam Water And Its Surrounding Ground Water For Irrigation Purposes Using Gis Techniques Year - 2017  At Modelling For Sediment Yield: A Case Study Of Ujjani Reservoir In Maharashtra. Journal-ijciet 1- January- 2018  Health Monitoring Of Concrete Dams Year - 2015  Reservoir Sedimentation Studies Using Satellite Remote Sensing Technique And Mathematical Modeling Year – January 2016 22