SlideShare ist ein Scribd-Unternehmen logo
1 von 24
Using Computer-simulated
hydrological model(SWAT) to
estimate the ground-water recharge
due to rainfall
Presented by - Dhiraj Jhunjhunwala 13BCL0213
Shubham 13BCL0037
Prateek Aggarwal 13BCL0099
Ramit Raunak 13BCL0259
Acknowledgement
We would like to express our heartfelt gratitude towards our
guide Prof. Dilip Kumar Barik who provided insight and expertise
that greatly assisted this project. At last, we would like to thank
our Programme Chair, Prof. Santha Kumar & our esteemed
faculties of Civil Engineering Department, SMBS .
Dhiraj Jhunjhunwala Prateek Aggarwal
Shubham Ramit Raunak
Statement of Problem
Estimation of Ground-water recharge by the
water-balance approach due to rainfall in less
precipitous terrains
Region of Interest
SOFTWARES USED:
• ArcSWAT
• QGIS
• ArcGIS
SWAT Model
• SWAT (Soil & Water Assessment Tool) is a river basin scale
model developed to quantify the impact of land management
practices in large, complex watersheds.
• SWAT is a public domain model actively supported by
the USDA Agricultural Research Service at the Grassland, Soil
and Water Research Laboratory in Temple, Texas, USA.
• SWAT can be considered a watershed hydrological transport
model. This model is used worldwide and is continuously
under development.
Water-Balance Equation
• A general water balance equation is:
P = Q + E + S
Where,
P is Precipitation
Q is Runoff
E is Evapotranspiration
S is the change in storage (in soil or the bedrock)
SCS Hydrological Model
• The runoff curve number (also called a curve number or
simply CN) is an empirical parameter used in hydrology for
predicting direct runoff or infiltration from rainfall excess.The
curve number method was developed by the USDA Natural
Resources Conservation Service.
• The runoff curve number is based on the area's hydrologic soil
group, land use, treatment and hydrologic condition.
• The runoff equation is:
• Where,
Q is runoff ([L]; in), P is rainfall ([L]; in) S is the potential
maximum soil moisture retention after runoff begins ([L]; in),
Ia is the initial abstraction ([L]; in), or the amount of water
before runoff, such as infiltration, or rainfall interception by
vegetation; historically, it has generally been assumed that ,
Ia = 0.2S although more recent research has found that may
be a more appropriate and accurate relationship.
Methodology
• Following are the steps carried out to estimate the
ground-water recharge:
• Step 1: Determine the region of interest(Texas, US ), bound by the
specific set of coordinates.
• Step 2: Download the DEM(Digital Elevation Model) of the Region
of Interest, geo-referencing in QGIS
• Step 3: Delineate the watershed using the DEM in the ARCSWAT
interface
• Step 4: LULC map was used as an input to define the HRUs, and
was clipped by the watershed boundary. (National Landset
Dataset)
• Step 5: US STATSGO Soil map was input into the model, followed
by the input of slope map (formulated by ArcSWAT using the
DEM)
• Step 6: Weather data (precipitation & temperature) was
downloaded and input into the swat model.
• Step 7: Input files were written and swat was setup for run. The
model was run for 15 years (from 1995-2010), with 5 years of skip
and time-step monthly.
• Step 8: Infiltration was calculated with the SWAT output data for
10 years(2000-2009)and the graph was plotted
Watershed
Watershed Boundary :
Streams & Basins:
NLCD 2011 LULC Map
(downloadedfromwww.mrlc.gov/NLCD01_data.php)
LULC,SOILANDSLOPECLASSIFICATIONREPORT:
Soil Classification Map (USSTATSGO):
Genericlandcoverusedindatabase
SWAT Model Output :
Thank You!

Weitere ähnliche Inhalte

Was ist angesagt?

RAINFALL RUNOFF MODELLING USING HEC-HMS
RAINFALL RUNOFF MODELLING                USING HEC-HMSRAINFALL RUNOFF MODELLING                USING HEC-HMS
RAINFALL RUNOFF MODELLING USING HEC-HMS
Pushp Aggarwal
 
Modelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOWModelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOW
C. P. Kumar
 

Was ist angesagt? (20)

Hydrological modelling
Hydrological modellingHydrological modelling
Hydrological modelling
 
RAINFALL RUNOFF MODELLING USING HEC-HMS
RAINFALL RUNOFF MODELLING                USING HEC-HMSRAINFALL RUNOFF MODELLING                USING HEC-HMS
RAINFALL RUNOFF MODELLING USING HEC-HMS
 
Iirs overview -Remote sensing and GIS application in Water Resources Management
Iirs overview -Remote sensing and GIS application in Water Resources ManagementIirs overview -Remote sensing and GIS application in Water Resources Management
Iirs overview -Remote sensing and GIS application in Water Resources Management
 
Surface Water modelling using Remote Sensing
Surface Water modelling using Remote SensingSurface Water modelling using Remote Sensing
Surface Water modelling using Remote Sensing
 
Climate Change Impact Assessment on Hydrological Regime of Kali Gandaki Basin
Climate Change Impact Assessment on Hydrological Regime of Kali Gandaki BasinClimate Change Impact Assessment on Hydrological Regime of Kali Gandaki Basin
Climate Change Impact Assessment on Hydrological Regime of Kali Gandaki Basin
 
Groundwater modelling (an Introduction)
Groundwater modelling (an Introduction)Groundwater modelling (an Introduction)
Groundwater modelling (an Introduction)
 
Ground Water Quality Monitoring Using Remote Sensing And GIS
Ground Water Quality Monitoring Using Remote Sensing And GIS Ground Water Quality Monitoring Using Remote Sensing And GIS
Ground Water Quality Monitoring Using Remote Sensing And GIS
 
WATER RESOURCES MODELING OF THE GANGES-BRAHMAPUTRA-MEGHNA RIVER BASINS USING ...
WATER RESOURCES MODELING OF THE GANGES-BRAHMAPUTRA-MEGHNA RIVER BASINS USING ...WATER RESOURCES MODELING OF THE GANGES-BRAHMAPUTRA-MEGHNA RIVER BASINS USING ...
WATER RESOURCES MODELING OF THE GANGES-BRAHMAPUTRA-MEGHNA RIVER BASINS USING ...
 
Applications of gis in irrigation
Applications of gis in irrigationApplications of gis in irrigation
Applications of gis in irrigation
 
identification of ground water potential zones using gis and remote sensing
identification of ground water potential zones using gis and remote sensingidentification of ground water potential zones using gis and remote sensing
identification of ground water potential zones using gis and remote sensing
 
Master's course defense presentation in Water Resource Management and GIS
Master's course defense presentation in Water Resource Management and GIS  Master's course defense presentation in Water Resource Management and GIS
Master's course defense presentation in Water Resource Management and GIS
 
The water budget
The water budgetThe water budget
The water budget
 
Impact of climate on groundwater
Impact of climate on groundwaterImpact of climate on groundwater
Impact of climate on groundwater
 
Springshed Management in HP_Dr Sunesh Sharma (PSI)_2014
Springshed Management in HP_Dr Sunesh Sharma (PSI)_2014Springshed Management in HP_Dr Sunesh Sharma (PSI)_2014
Springshed Management in HP_Dr Sunesh Sharma (PSI)_2014
 
REMOTE SENSING DATA FOR HYDROLOGICAL MODELING
REMOTE SENSING DATA FOR HYDROLOGICAL MODELINGREMOTE SENSING DATA FOR HYDROLOGICAL MODELING
REMOTE SENSING DATA FOR HYDROLOGICAL MODELING
 
Soil erosion assessment using RUSLE and Projection Augmented Landscape Model ...
Soil erosion assessment using RUSLE and Projection Augmented Landscape Model ...Soil erosion assessment using RUSLE and Projection Augmented Landscape Model ...
Soil erosion assessment using RUSLE and Projection Augmented Landscape Model ...
 
Flood vulnerability and risk mapping
Flood vulnerability and risk mappingFlood vulnerability and risk mapping
Flood vulnerability and risk mapping
 
27 nov16 conjunctive_use_planning_in_a_canal_command_for_food_security
27 nov16 conjunctive_use_planning_in_a_canal_command_for_food_security27 nov16 conjunctive_use_planning_in_a_canal_command_for_food_security
27 nov16 conjunctive_use_planning_in_a_canal_command_for_food_security
 
RUNOFF AND SEDIMENT YIELD
RUNOFF AND SEDIMENT YIELDRUNOFF AND SEDIMENT YIELD
RUNOFF AND SEDIMENT YIELD
 
Modelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOWModelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOW
 

Andere mochten auch

Prediction of rainfall using image processing
Prediction of rainfall using image processingPrediction of rainfall using image processing
Prediction of rainfall using image processing
Vineesh Kumar
 
Challenges and opportunities on testing lte backhaul via satellite
Challenges and opportunities on testing lte backhaul via satelliteChallenges and opportunities on testing lte backhaul via satellite
Challenges and opportunities on testing lte backhaul via satellite
CPqD
 

Andere mochten auch (20)

Swat & modflow
Swat & modflowSwat & modflow
Swat & modflow
 
Dinh vu
Dinh vuDinh vu
Dinh vu
 
Behaviour of piles under the effect of lateral loading in sandy soil
Behaviour of piles under the effect of lateral loading in sandy soilBehaviour of piles under the effect of lateral loading in sandy soil
Behaviour of piles under the effect of lateral loading in sandy soil
 
Spread & Ill effects of Smoking: A statistical & Infographical approach
Spread & Ill effects of Smoking: A statistical & Infographical approachSpread & Ill effects of Smoking: A statistical & Infographical approach
Spread & Ill effects of Smoking: A statistical & Infographical approach
 
A model integration framework
A model integration frameworkA model integration framework
A model integration framework
 
Sat comm
Sat commSat comm
Sat comm
 
Meteocast: a real time nowcasting system
Meteocast: a real time nowcasting systemMeteocast: a real time nowcasting system
Meteocast: a real time nowcasting system
 
Meteorological Satellites
Meteorological SatellitesMeteorological Satellites
Meteorological Satellites
 
Merging multiple soil moisture products for improving the accuracy in rainfal...
Merging multiple soil moisture products for improving the accuracy in rainfal...Merging multiple soil moisture products for improving the accuracy in rainfal...
Merging multiple soil moisture products for improving the accuracy in rainfal...
 
Marché logiciels et services en France. Bilan 2009 et perspectives 2010 (sour...
Marché logiciels et services en France. Bilan 2009 et perspectives 2010 (sour...Marché logiciels et services en France. Bilan 2009 et perspectives 2010 (sour...
Marché logiciels et services en France. Bilan 2009 et perspectives 2010 (sour...
 
Current trends of disasters in the asia pacific region
Current trends of disasters in the asia pacific regionCurrent trends of disasters in the asia pacific region
Current trends of disasters in the asia pacific region
 
Prediction of rainfall using image processing
Prediction of rainfall using image processingPrediction of rainfall using image processing
Prediction of rainfall using image processing
 
DSD-INT 2016 India Ganges Basin modelling - Stuurman
DSD-INT 2016 India Ganges Basin modelling - StuurmanDSD-INT 2016 India Ganges Basin modelling - Stuurman
DSD-INT 2016 India Ganges Basin modelling - Stuurman
 
Understanding impacts of sustainable land management interventions using SWAT...
Understanding impacts of sustainable land management interventions using SWAT...Understanding impacts of sustainable land management interventions using SWAT...
Understanding impacts of sustainable land management interventions using SWAT...
 
Final presentation
Final presentationFinal presentation
Final presentation
 
Individual responsibility in conservation of groundwater resources
Individual responsibility in conservation of groundwater resourcesIndividual responsibility in conservation of groundwater resources
Individual responsibility in conservation of groundwater resources
 
Challenges and opportunities on testing lte backhaul via satellite
Challenges and opportunities on testing lte backhaul via satelliteChallenges and opportunities on testing lte backhaul via satellite
Challenges and opportunities on testing lte backhaul via satellite
 
Do tin cay cac cong trinh tren bien_Nguyen Vi
Do tin cay cac cong trinh tren bien_Nguyen ViDo tin cay cac cong trinh tren bien_Nguyen Vi
Do tin cay cac cong trinh tren bien_Nguyen Vi
 
Hydrologic Assessment in a Middle Narmada Basin, India using SWAT Model
Hydrologic Assessment in a Middle Narmada Basin, India using SWAT ModelHydrologic Assessment in a Middle Narmada Basin, India using SWAT Model
Hydrologic Assessment in a Middle Narmada Basin, India using SWAT Model
 
Rainfall revision task
Rainfall revision taskRainfall revision task
Rainfall revision task
 

Ähnlich wie Using Computer-simulated hydrological model (SWAT) to estimate the ground-water recharge due to rainfall

APPLICATIONS OF RS AND GIS FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
APPLICATIONS OF RS AND GIS  FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)APPLICATIONS OF RS AND GIS  FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
APPLICATIONS OF RS AND GIS FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
Abhiram Kanigolla
 
IRWP Seasonal Storage Project Water Reuse System Storage Model
IRWP Seasonal Storage Project Water Reuse System Storage ModelIRWP Seasonal Storage Project Water Reuse System Storage Model
IRWP Seasonal Storage Project Water Reuse System Storage Model
Ahmad Mousa
 
Polly use of remote sensing products for local water
Polly use of remote sensing products for local waterPolly use of remote sensing products for local water
Polly use of remote sensing products for local water
GeCo in the Rockies
 
Polly use of remote sensing products for local water
Polly use of remote sensing products for local waterPolly use of remote sensing products for local water
Polly use of remote sensing products for local water
GeCo in the Rockies
 

Ähnlich wie Using Computer-simulated hydrological model (SWAT) to estimate the ground-water recharge due to rainfall (20)

SImulating Past Flood Event using Nays 2D Flood
SImulating Past Flood Event using Nays 2D FloodSImulating Past Flood Event using Nays 2D Flood
SImulating Past Flood Event using Nays 2D Flood
 
WATERSHED ANALYSIS .pptx
WATERSHED ANALYSIS .pptxWATERSHED ANALYSIS .pptx
WATERSHED ANALYSIS .pptx
 
APPLICATIONS OF RS AND GIS FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
APPLICATIONS OF RS AND GIS  FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)APPLICATIONS OF RS AND GIS  FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
APPLICATIONS OF RS AND GIS FOR DEVELOPMENT OF SMALL HYDROPOWER PLANTS (SHP)
 
Applications of Integrated Models to Watershed and Sub-Watershed Scale Analys...
Applications of Integrated Models to Watershed and Sub-Watershed Scale Analys...Applications of Integrated Models to Watershed and Sub-Watershed Scale Analys...
Applications of Integrated Models to Watershed and Sub-Watershed Scale Analys...
 
Modeling the Effects of Land Use Change on Flooding
Modeling the Effects of Land Use Change on FloodingModeling the Effects of Land Use Change on Flooding
Modeling the Effects of Land Use Change on Flooding
 
Amaljit - Activities NESAC 2014-2015
Amaljit - Activities NESAC 2014-2015Amaljit - Activities NESAC 2014-2015
Amaljit - Activities NESAC 2014-2015
 
23 - NRSC - Remote Satellite Imgae - Hydrology and Water Management-Sep-17
23 - NRSC - Remote Satellite Imgae - Hydrology and Water Management-Sep-1723 - NRSC - Remote Satellite Imgae - Hydrology and Water Management-Sep-17
23 - NRSC - Remote Satellite Imgae - Hydrology and Water Management-Sep-17
 
UNIT.2.pptx
UNIT.2.pptxUNIT.2.pptx
UNIT.2.pptx
 
CE573_Poster1
CE573_Poster1CE573_Poster1
CE573_Poster1
 
Rainfall Runoff Modelling on the Lower Tapi Basin using HEC-HMS
Rainfall Runoff Modelling on the Lower Tapi Basin using HEC-HMSRainfall Runoff Modelling on the Lower Tapi Basin using HEC-HMS
Rainfall Runoff Modelling on the Lower Tapi Basin using HEC-HMS
 
Data Goldmines
Data GoldminesData Goldmines
Data Goldmines
 
Integrated Modelling as a Tool for Assessing Groundwater Sustainability under...
Integrated Modelling as a Tool for Assessing Groundwater Sustainability under...Integrated Modelling as a Tool for Assessing Groundwater Sustainability under...
Integrated Modelling as a Tool for Assessing Groundwater Sustainability under...
 
IRWP Seasonal Storage Project Water Reuse System Storage Model
IRWP Seasonal Storage Project Water Reuse System Storage ModelIRWP Seasonal Storage Project Water Reuse System Storage Model
IRWP Seasonal Storage Project Water Reuse System Storage Model
 
18 - DSS_NIH_Presentation-Sep-17
18 - DSS_NIH_Presentation-Sep-1718 - DSS_NIH_Presentation-Sep-17
18 - DSS_NIH_Presentation-Sep-17
 
Basic appoarch to urban drainage runoff quantity and quality
Basic appoarch to urban drainage runoff quantity and qualityBasic appoarch to urban drainage runoff quantity and quality
Basic appoarch to urban drainage runoff quantity and quality
 
Polly use of remote sensing products for local water
Polly use of remote sensing products for local waterPolly use of remote sensing products for local water
Polly use of remote sensing products for local water
 
Polly use of remote sensing products for local water
Polly use of remote sensing products for local waterPolly use of remote sensing products for local water
Polly use of remote sensing products for local water
 
Midterm presentation (1)
Midterm presentation (1)Midterm presentation (1)
Midterm presentation (1)
 
Water and Productivity Impacts for the NBDC
Water and Productivity Impacts for the NBDCWater and Productivity Impacts for the NBDC
Water and Productivity Impacts for the NBDC
 
Advanced Technologies
Advanced TechnologiesAdvanced Technologies
Advanced Technologies
 

Kürzlich hochgeladen

AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
ankushspencer015
 
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort ServiceCall Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
9953056974 Low Rate Call Girls In Saket, Delhi NCR
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
dharasingh5698
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Kandungan 087776558899
 
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
dharasingh5698
 

Kürzlich hochgeladen (20)

Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startDesign For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
 
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort ServiceCall Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
Call Girls in Netaji Nagar, Delhi 💯 Call Us 🔝9953056974 🔝 Escort Service
 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdf
 
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete RecordCCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
 
Work-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptxWork-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptx
 
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced LoadsFEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
 
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdfONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
 
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance BookingCall Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Walvekar Nagar Call Me 7737669865 Budget Friendly No Advance Booking
 
data_management_and _data_science_cheat_sheet.pdf
data_management_and _data_science_cheat_sheet.pdfdata_management_and _data_science_cheat_sheet.pdf
data_management_and _data_science_cheat_sheet.pdf
 
NFPA 5000 2024 standard .
NFPA 5000 2024 standard                                  .NFPA 5000 2024 standard                                  .
NFPA 5000 2024 standard .
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Palanpur 7001035870 Whatsapp Number, 24/07 Booking
 
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...
 
Unit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdfUnit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdf
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.ppt
 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
 

Using Computer-simulated hydrological model (SWAT) to estimate the ground-water recharge due to rainfall

  • 1. Using Computer-simulated hydrological model(SWAT) to estimate the ground-water recharge due to rainfall Presented by - Dhiraj Jhunjhunwala 13BCL0213 Shubham 13BCL0037 Prateek Aggarwal 13BCL0099 Ramit Raunak 13BCL0259
  • 2. Acknowledgement We would like to express our heartfelt gratitude towards our guide Prof. Dilip Kumar Barik who provided insight and expertise that greatly assisted this project. At last, we would like to thank our Programme Chair, Prof. Santha Kumar & our esteemed faculties of Civil Engineering Department, SMBS . Dhiraj Jhunjhunwala Prateek Aggarwal Shubham Ramit Raunak
  • 3. Statement of Problem Estimation of Ground-water recharge by the water-balance approach due to rainfall in less precipitous terrains
  • 6. SWAT Model • SWAT (Soil & Water Assessment Tool) is a river basin scale model developed to quantify the impact of land management practices in large, complex watersheds. • SWAT is a public domain model actively supported by the USDA Agricultural Research Service at the Grassland, Soil and Water Research Laboratory in Temple, Texas, USA. • SWAT can be considered a watershed hydrological transport model. This model is used worldwide and is continuously under development.
  • 7. Water-Balance Equation • A general water balance equation is: P = Q + E + S Where, P is Precipitation Q is Runoff E is Evapotranspiration S is the change in storage (in soil or the bedrock)
  • 8. SCS Hydrological Model • The runoff curve number (also called a curve number or simply CN) is an empirical parameter used in hydrology for predicting direct runoff or infiltration from rainfall excess.The curve number method was developed by the USDA Natural Resources Conservation Service. • The runoff curve number is based on the area's hydrologic soil group, land use, treatment and hydrologic condition. • The runoff equation is:
  • 9. • Where, Q is runoff ([L]; in), P is rainfall ([L]; in) S is the potential maximum soil moisture retention after runoff begins ([L]; in), Ia is the initial abstraction ([L]; in), or the amount of water before runoff, such as infiltration, or rainfall interception by vegetation; historically, it has generally been assumed that , Ia = 0.2S although more recent research has found that may be a more appropriate and accurate relationship.
  • 10. Methodology • Following are the steps carried out to estimate the ground-water recharge: • Step 1: Determine the region of interest(Texas, US ), bound by the specific set of coordinates. • Step 2: Download the DEM(Digital Elevation Model) of the Region of Interest, geo-referencing in QGIS • Step 3: Delineate the watershed using the DEM in the ARCSWAT interface • Step 4: LULC map was used as an input to define the HRUs, and was clipped by the watershed boundary. (National Landset Dataset) • Step 5: US STATSGO Soil map was input into the model, followed by the input of slope map (formulated by ArcSWAT using the DEM)
  • 11. • Step 6: Weather data (precipitation & temperature) was downloaded and input into the swat model. • Step 7: Input files were written and swat was setup for run. The model was run for 15 years (from 1995-2010), with 5 years of skip and time-step monthly. • Step 8: Infiltration was calculated with the SWAT output data for 10 years(2000-2009)and the graph was plotted
  • 15. NLCD 2011 LULC Map (downloadedfromwww.mrlc.gov/NLCD01_data.php)
  • 17. Soil Classification Map (USSTATSGO):
  • 20.
  • 21.
  • 22.
  • 23.