Water Resources Management and Reservoir Operation: Hydraulics, Water Resources and Coastal Engineering (Water Science and Technology Library, 107)

✍ Scribed by Ramakar Jha (editor), Vijay P. Singh (editor), Vivekanand Singh (editor), L.B. Roy (editor), Roshni Thendiyath (editor)

• Publisher: Springer
• Year: 2021
• Tongue: English
• Leaves: 290
• Category: Library

✦ Synopsis

This book explores many recent techniques including ANN, fuzzy logic, hydraulic models and IWRM utilized for integrated water resources management, a real challenge in India for obtaining high irrigation efficiency.

The book deals with topics of current interest, such as climate change, floods, drought, and hydrological extremes. The impact of climate change on water resources is drawing worldwide attention these days; for water resources, many countries are already stressed and climate change along with burgeoning population, rising standard of living, and increasing demand are adding to the stress. Further, river basins are becoming less resilient to climatic vagaries. Fundamental to addressing these issues is hydrological modelling which is covered in this book Further, integrated water resources management is vital to ensure water and food security. Integral to the management is groundwater and solute transport. The book encompasses tools that will be useful to mitigate the adverse consequences of natural disasters.

✦ Table of Contents

Contents
About the Editors
1 Integrated Water Resources Management of Thatipudi Command Area, Vizianagaram, Andhra Pradesh
1.1 Introduction
1.2 Methodology
1.2.1 Study Area
1.2.2 Data Collection
1.3 Analysis
1.3.1 Reservoir Storage Capacity
1.3.2 Irrigation Purpose
1.3.3 Water Supply
1.3.4 Preparation of GIS Maps
1.4 Results
1.4.1 Irrigation in Kharif Season
1.4.2 Irrigation in Rabi Season
1.5 Conclusions
References
2 Hydrological Modelling to Study the Impacts of Climate and LULC Change at Basin Scale: A Review
2.1 Introduction
2.2 Models
2.3 Hydrological Modelling in LULC and Climate Change Impact Studies
2.3.1 Impacts of LULCC on Hydrology
2.3.2 Impact of Climate Change on Hydrology
2.3.3 Combined Effects of Climate Change and LULC Change
2.4 Model Comparison Studies
2.5 Discussion
2.6 Conclusions
References
3 Water Resource Management for Coal-Based Thermal Power Plant
3.1 Introduction
3.2 Water Resource Management in Thermal Power Plants
3.2.1 Cooling Water System Water Requirements
3.2.2 Ash Handling System Water Requirements
3.2.3 Coal Handling System Water Requirements
3.2.4 Demineralized Water System Water Requirements
3.3 Water Balance for 2 × 660 MW Coal-Based Power Plant
3.4 Analysis of New Environment Norms and Its Impacts
3.5 Adoption of Dry Cooling System (Air Cooled Condenser)
3.6 Additional Water Conservation Techniques Used in TPP
3.6.1 Adoption of 100% Utilization of Fly Ash in Dry Mode
3.6.2 Increasing Cycle of Concentration for Circulating Cooling Water System
3.6.3 Installation of Ash Water Recovery System from Ash Dyke
3.6.4 Recycling of CW Blowdown to Other Systems
3.7 Conclusion
References
4 Evaluation of Reservoir Sedimentation Using Satellite Data—A Case Study
4.1 Introduction
4.2 Description of Study Area
4.3 Data and Software Used
4.4 Methodology
4.5 Results and Discussion
4.6 Conclusions
References
5 Regionalisation of Watersheds Using Fuzzy C Means Clustering Algorithm in the West Flowing River of Kerala
5.1 Introduction
5.2 Study Area and Data
5.3 Methodology
5.3.1 Fuzzy Clustering Algorithm
5.3.2 Validity Index
5.3.3 L Moments Heterogeneity H Test
5.4 Results and Discussion
5.4.1 Parameter Selection for Feature Vector
5.4.2 Fuzzy C Means Clusters
5.4.3 Validity Index
5.4.4 L Moments H Test
5.5 Conclusion
References
6 Analysis of Relationship Between Landslides and Rainfall in Karwar, Uttara Kannada District, Karnataka, India
6.1 Introduction
6.2 Study Area
6.2.1 Geology and Geomorphology
6.2.2 Climate and Rainfall
6.3 Materials and Methodology
6.4 Results and Discussion
6.5 Conclusions
References
7 Optimal Cropping Pattern of Kulsi River Basin, Assam, India Using Simulation and Linear Programming Model
7.1 Introduction
7.2 The Study Area
7.3 Methods and Materials
7.3.1 Crop Water Requirement
7.3.2 The Simulation Model
7.3.3 Linear Programming Model
7.4 Results and Discussions
7.5 Conclusion
References
8 Comparison of Flux Footprint Models to a Mixed Fetch Heterogeneous Cropland System
8.1 Introduction
8.2 Study Area and Data Analysis
8.3 Methodology
8.4 Results and Discussion
8.5 Conclusion
References
9 Water Resources Assessment Issues and Application of Isotope Hydrology in North East India
9.1 Introduction
9.2 Water Resources Assessment Issues in Northeastern Hilly States
9.3 Springshed Development and Challenges
9.3.1 In-Situ Spring Water/Rainwater Harvesting
9.3.2 Springshed Protection
9.3.3 Major Challenges, Conflicts and People Participation in Spring Development and Management Practices in Northeast Himalayas Region
9.4 Isotope Hydrology Applications in Water Resource Management
9.4.1 Global Meteoric Water Line (GMWL) and Local Meteoric Water Line (LMWL)
9.4.2 Identify the Springs Origin and Their Recharge Area, Altitude Effect, Mean Residence Time
9.5 Conclusion
References
10 Water Hammer Analysis for Pipe Line Network Using HAMMER V8i
10.1 Introduction
10.2 Problem Statement and Procedure of Analysis
10.3 Results and Analysis
10.3.1 Baseline Scenario: Steady State Conditions
10.3.2 Surge Analysis on Baseline Network Without Surge Protection
10.3.3 Analysis with Surge Protection Device
10.4 Conclusion
References
11 Dam Break Flood Routing and Inundation Mapping Using HEC-RAS and HEC-GeoRAS
11.1 Introduction
11.2 Study Area
11.3 Methodology
11.4 Results and Discussions
11.5 Conclusions
References
12 Suitability and Performance of Present Irrigation System in Kokernag, Jammu and Kashmir
12.1 Introduction
12.2 Methodology
12.2.1 Parametric Approach
12.2.2 On the Basis of Socio-Economic Background
12.2.3 On the Basis of Usage and Availability of Water
12.3 Suitability and Performance Indicators
12.3.1 Capability Index
12.3.2 Relative Water Supply (RWS)
12.3.3 Benefit—Cost Ratio (BCR)
12.4 Description of Study Area
12.4.1 Location
12.4.2 Topography
12.4.3 Precipitation Characteristics
12.4.4 Irrigation Details
12.5 Data Collection
12.5.1 Soil Data
12.5.2 Water Availability and Water Requirement Data
12.6 Results and Discussions
12.6.1 Suitability
12.6.2 Performance
12.7 Conclusions
References
13 Linking of Sediment Yield Pattern with Rainfall and Land-Use Land-Cover Changes Within Burhanpur Sub-catchment, India
13.1 Introduction
13.2 Study Area
13.3 Methodology
13.4 Analysis of Data, Results and Discussions
13.5 Conclusions
References
14 Assessment of Probable Maximum Flood (PMF) Using Hydrologic Model for Probable Maximum Precipitation in Maithon Watershed
14.1 Introduction
14.2 Study Area
14.2.1 Geographical Description of Study Area
14.2.2 Physiographic Description of Maithon Dam
14.3 Materials and Methodology
14.3.1 Delineation of Catchment
14.3.2 Preparation of Sub-catchment
14.3.3 Rainfall Distribution Maps
14.4 Probable Maximum Precipitation
14.5 Probable Maximum Flood (PMF)
14.5.1 Physiographic Parameter of the Sub-catchments
14.5.2 Snyder’s Method
14.5.3 Design Loss Rate
14.5.4 Base Flow
14.5.5 Muskingum Parameters
14.5.6 HEC-HMS Model
14.5.7 Output
14.6 Conclusion
References
15 Simulating Failure of Indravati Dam Using Mike 11 and the Propagation of Breached Outflow
15.1 Introduction
15.2 Study Area
15.2.1 Salient Features of Indravati Dam
15.3 Dam Breach Parameters
15.4 Methodology
15.5 Model Setup
15.6 Results and Analysis
15.6.1 Flood Routing
15.6.2 Longitudinal Profile of the Bed
15.7 Flood Maps
15.8 Emergency Action Plan (EAP)
15.9 Conclusions
References
16 Optimization of Water Allocation for Ukai Reservoir Using Elitist TLBO
16.1 Introduction
16.2 Methods and Materials
16.2.1 Differential Evolution (DE)
16.2.2 Particle Swarm Optimization (PSO)
16.2.3 Teaching Learning-Based Optimization (TLBO)
16.2.4 Elitist Teaching Learning-Based Optimization (ETLBO)
16.3 Study Area and Data Collection
16.4 Mathematical Models
16.4.1 Objective Function
16.4.2 Constraints
16.5 Results and Discussion
16.6 Conclusion
References
17 Prediction of Reservoir Submerged Sediment Density
17.1 Introduction
17.2 Materials and Methods
17.2.1 Data
17.2.2 ANN Model Design
17.3 Results and Discussion
17.4 Conclusion
Annexure 1
References
18 Micro-hydro Power Generation in India—A Review
18.1 Introduction
18.2 Literature Review
18.3 Conclusion
References
19 Runoff Simulation and Irrigation Water Requirement for Barman Command
19.1 Introduction
19.2 Study Area and Data
19.2.1 Study Area
19.2.2 Data Collection
19.3 Methodology
19.3.1 Net Irrigation Water Requirement
19.3.2 Rainfall–Runoff Modeling
19.3.3 Probability Analysis
19.3.4 Performance Evaluation of Model
19.4 Results and Analysis
19.4.1 AWBM Calibration and Validation Charts
19.4.2 SIMHYD Model
19.4.3 Accuracy of Models
19.4.4 Effective Rainfall
19.4.5 Probability Analysis of Yearly Rainfall
19.4.6 Probability Analysis of Monthly Rainfall
19.4.7 Irrigation Water Requirement
19.5 Conclusions
Referencess
20 Nonlinear Regression Analysis Between Discharge and Head for Piano Key Weirs with Increasing Developed Length (L/W) Ratio and Constant Channel Width
20.1 Introduction
20.2 Literature Review
20.3 Methodology
20.3.1 Nonlinear Regression Analysis
20.4 Results and Discussion
20.5 Conclusion
References
21 Grey Water Characterization and Its Management
21.1 Introduction
21.2 Characterization of Grey Water
21.3 Treatment of Grey Water
21.3.1 Laundry Sample
21.3.2 Bathing Sample
21.3.3 Washbasin Sample
21.4 Conclusion
References
22 Intelligent Operation of Hirakud Reservoir Using Metaheuristic Techniques (PSO and TLBO)
22.1 Introduction
22.2 Study Area and Data Details
22.3 Methodology
22.3.1 Particle Swarm Optimization Algorithm
22.3.2 Teaching–Learning-Based Optimization
22.4 Reservoir Operation Model
22.4.1 Constraints for Irrigation Release, Hydropower Generation and Industrial Release
22.5 Results and Discussion
22.6 Conclusions
References
23 Agricultural Water Management and Groundwater Recharging Using Vadose Zone Modelling
23.1 Introduction
23.2 Methodology
23.2.1 Initial and Boundary Conditions
23.2.2 Root Growth Function and Potential Evapotranspiration
23.2.3 Laboratory Experiment and Parameter Estimation
23.2.4 Simulation Parameters
23.2.5 Numerical Method
23.3 Results and Discussion
23.3.1 Soil Moisture Flow Without Root Water Uptake
23.3.2 Soil Moisture Flow Through the Vadose Zone
23.3.3 Prediction of Irrigation Scheduling
23.3.4 Groundwater Recharged for the Wheat Crop Region
23.4 Conclusions
References