Optimization of Manning’s roughness coefficient using 1-dimensional hydrodynamic modelling in the perennial river system: A case of lower Narmada Basin, India
This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning’s Roughness Coefficeint ( n ) will enhance the accuracy of hydraulic models and facilitate informed decision-making regard...
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Published in | Environmental monitoring and assessment Vol. 196; no. 8; p. 743 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
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Springer International Publishing
01.08.2024
Springer Nature B.V |
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Abstract | This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning’s Roughness Coefficeint (
n
) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning’s
n
tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning’s
n
and required flood risk management. The model predicted a strong output agreement with
R
2
, NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning’s
n
of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning’s coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region. |
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AbstractList | This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning's Roughness Coefficeint (n) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning's n tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning's n and required flood risk management. The model predicted a strong output agreement with R
, NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning's n of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning's coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region. This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning’s Roughness Coefficeint ( n ) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning’s n tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning’s n and required flood risk management. The model predicted a strong output agreement with R 2 , NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning’s n of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning’s coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region. This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning's Roughness Coefficeint (n) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning's n tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning's n and required flood risk management. The model predicted a strong output agreement with R2, NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning's n of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning's coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region.This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning's Roughness Coefficeint (n) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning's n tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning's n and required flood risk management. The model predicted a strong output agreement with R2, NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning's n of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning's coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region. This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise estimation of Manning’s Roughness Coefficeint (n) will enhance the accuracy of hydraulic models and facilitate informed decision-making regarding flood risk management, water resource allocation, and environmental conservation efforts. Ultimately, this study aspires to contribute to the sustainable management of perennial river systems in India and beyond by offering a robust methodology for optimizing Manning’s n tailored to the complex hydrological dynamics of the Lower Narmada Basin. Through a synthesis of empirical evidence and computational modelling, it seeks to empower stakeholders with actionable insights toward preserving and enhancing these invaluable natural resources. Using the new HEC-RAS v 6.0, a one-dimensional hydrodynamic model was developed to predict overbank discharge at different points along the basin. The study analyzes water levels, stream discharges, and river stage, optimizing Manning’s n and required flood risk management. The model predicted a strong output agreement with R2, NSE, and RMSE for the 2020 event as 0.83, 0.81, and 0.36, respectively, with an optimum Manning’s n of 0.03. The lower Narmada Basin part near the coastal zone (validation point) appears inundated frequently. The paper aims to provide insights into optimizing Manning’s coefficient, which can ultimately lead to better water flow predictions and more efficient water management in the region. |
ArticleNumber | 743 |
Author | Tiwari, Mukesh K. Bhargav, Anurag M. Nirala, Sanjay Kumar Chandra, Ravish Trambadia, Nevil K. Suresh, R. |
Author_xml | – sequence: 1 givenname: Anurag M. orcidid: 0000-0002-7407-4956 surname: Bhargav fullname: Bhargav, Anurag M. email: anurag_bhargav@yahoo.com organization: Department of Soil and Water Conservation Engineering, College of Agricultural Engineering and Technology, Dr. Rajendra Prasad Central Agricultural University – sequence: 2 givenname: R. surname: Suresh fullname: Suresh, R. organization: Department of Soil and Water Conservation Engineering, College of Agricultural Engineering and Technology, Dr. Rajendra Prasad Central Agricultural University – sequence: 3 givenname: Mukesh K. orcidid: 0000-0003-0385-4426 surname: Tiwari fullname: Tiwari, Mukesh K. organization: Department of Soil and Water Conservation Engineering, College of Agricultural Engineering and Technology, Anand Agricultural University – sequence: 4 givenname: Nevil K. orcidid: 0000-0002-1726-6388 surname: Trambadia fullname: Trambadia, Nevil K. organization: Sir BPTI, Civil Engineering Department, Gujarat Technological University – sequence: 5 givenname: Ravish orcidid: 0000-0003-0609-7432 surname: Chandra fullname: Chandra, Ravish organization: Department of Irrigation and Drainage Engineering, College of Agricultural Engineering and Technology, Dr. Rajendra Prasad Central Agricultural University – sequence: 6 givenname: Sanjay Kumar orcidid: 0009-0000-1665-5704 surname: Nirala fullname: Nirala, Sanjay Kumar organization: Department of Soil and Water Conservation Engineering, College of Agricultural Engineering and Technology, Dr. Rajendra Prasad Central Agricultural University |
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Keywords | Lower Narmada Basin HEC-RAS Hydrodynamic modelling Manning’s Roughness Coefficient River stage analysis |
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Snippet | This research bears significant implications for river management, flood forecasting, and ecosystem preservation in the Lower Narmada Basin. A more precise... |
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SubjectTerms | Agricultural engineering Atmospheric Protection/Air Quality Control/Air Pollution Civil engineering Climate change Coastal zone Coastal zones Conservation of Natural Resources - methods Creeks & streams Decision making Dimensional analysis Earth and Environmental Science Ecology Ecosystem Ecotoxicology Emergency communications systems Environment Environmental Management Environmental Monitoring - methods Environmental risk Flood forecasting Flood management Flood predictions Flood risk Floodplains Floods Flow velocity Hydraulic models Hydrodynamic models Hydrodynamics Hydrology India Modelling Models, Theoretical Monitoring/Environmental Analysis Natural resources Optimization Perennial streams Resource allocation Risk allocation Risk management River discharge River management River systems Rivers Rivers - chemistry Roughness Roughness coefficient Stormwater management Sustainability management Water conservation Water discharge Water flow Water levels Water management Water Movements Water resources Water shortages Wind |
Title | Optimization of Manning’s roughness coefficient using 1-dimensional hydrodynamic modelling in the perennial river system: A case of lower Narmada Basin, India |
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