Keywords:
Coastal engineering.
;
Electronic books.
Type of Medium:
Online Resource
Pages:
1 online resource (408 pages)
Edition:
1st ed.
ISBN:
9783031050572
Series Statement:
Water Science and Technology Library ; v.117
URL:
https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=7069298
DDC:
333.91
Language:
English
Note:
Intro -- Preface -- Acknowledgements -- Contents -- About the Editors -- Establishing Sediment Rating Curves Using Optimization Technique -- 1 Introduction -- 2 Materials and Method -- 3 GRG Technique -- 4 Results and Discussion -- 5 Conclusion -- References -- A Study on Some Characteristics of an Alluvial Channel for Varying Flows -- 1 Introduction -- 2 Literature Study -- 3 Experimental Set-Up -- 4 Analysis of Data -- 4.1 Fluvial View -- 4.2 Analytical View -- 5 Conclusions -- References -- Model Study for Determination of Efficiency of a Typical Silt Ejector -- 1 Introduction -- 2 Related Work -- 3 Justification for Hydraulic Model Study -- 4 Hydraulic Model -- 5 Observations -- 5.1 Escape Discharge -- 5.2 Silt Movement -- 6 Model Run with Discharges Lower Than Design Discharge -- 7 Discussion -- 8 Conclusions -- References -- Comparative Review on Model Selection for Hydrological Studies -- 1 Introduction -- 2 Types of Models -- 2.1 Process-Based/Deterministic Models -- 2.2 Stochastic Models -- 3 Descriptions of Some Hydrological Models -- 3.1 Soil and Water Assessment Tool (SWAT) Model -- 3.2 System Hydrologique European (MIKE-SHE) Model -- 3.3 Hydrologiska Byråns Vattenbalansavdelning (HBV) Model -- 3.4 Topography Based Hydrological Model (TOPMODEL) -- 3.5 Agricultural Policy Environmental Extender (APEX) Model -- 3.6 Annualized Agricultural Non-point Source (AnnAGNPS) Model -- 3.7 Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Model -- 3.8 Distributed Hydrology Vegetation Soil (DHVSM) Model -- 3.9 Patuxent landscape Model (PLM) -- 3.10 Hydrological Predictions for the Environment (HYPE) Model -- 3.11 Hydrologic Modelling System (HEC-HMS) -- 3.12 Precipitation Runoff Modeling System (PRMS) Model -- 3.13 Water and Energy Transfer Between Soil, Plants and Atmosphere (Wet Spa) Model -- 3.14 Variable Infiltration Capacity (VIC) Model.
,
4 Conclusion -- References -- An Automatic Integrated Tool for Deriving Morphometric Parameters -- 1 Introduction -- 2 Methodology -- 2.1 Integrated Tool -- 3 Study Area -- 4 Results and Discussion -- 5 Conclusions -- References -- Flood Frequency Analysis in Seonath and Hasdeo River Basins -- 1 Introduction -- 2 Study Area and Data Availability -- 3 Methodology -- 3.1 Analysis of Hydrological Data -- 3.2 Delineation of Homogeneous Regions -- 3.3 Discordancy Measure -- 3.4 Heterogeneity Test -- 3.5 Selection of Parametric Distribution -- 3.6 Locfit Approach -- 3.7 RFFA for Un-Gauged Catchments -- 3.8 Flood Quantiles Estimation and Comparison -- 4 Results and Discussions -- 4.1 Data Quality Check -- 4.2 Regionalisation -- 4.3 Parameter Estimation and Regional Formula -- 4.4 At-site Frequency Analysis -- 4.5 Comparative Analyses of Flood Quantiles -- 5 Conclusion -- References -- Assessment of Plan Form Development Due to Erosion and Deposition of Soil -- 1 Introduction -- 2 Inferences -- 3 Objectives -- 4 Methodology -- 4.1 Details of the Experimental Set up -- 5 Experiment Method -- 6 Data Collected and Analysis -- 7 Graphical Representation -- 8 Summary and Conclusion -- References -- Assessment and Application of the Morphometric Attributes of the Bharathapuzha River Basin, India Using Geographical Information System -- 1 Introduction -- 2 Study Area -- 3 Methodology -- 4 Data Analysis and Discussion -- 4.1 Primary Morphometric Attributes -- 5 Secondary Morphometric Attributes -- 5.1 Linear Aspects of the Drainage Basin -- 5.2 Aerial Aspects of the Drainage Basin -- 5.3 Shape Parameters -- 5.4 Relief Aspects -- 6 Applications of the Obtained Morphometric Attributes -- 7 Conclusions -- References -- Integrated Tool for Morphometric Analysis Using QGIS -- 1 Introduction -- 2 Methodology -- 3 Study Area -- 4 Results Stream Order (U) -- 5 Conclusion.
,
References -- Short Term and Seasonal Observation on Shoreline Changes from Kanagachettikulam to Veerampattinam of the Puducherry Coastal Region Using GPS Technique -- 1 Introduction -- 2 Scope of the Present Study -- 3 Study Area -- 4 Materials and Methods -- 5 Results -- 6 Normal Zone (Kanaga Chettikulam to Periyamudaliyarchavady) -- 7 Results Based on Seasonal Observation -- 7.1 Accretion -- 7.2 Erosion -- 7.3 Structure Zone (Periya Mudaliyarchavady to Veerampattinam) -- 8 Accretion Results -- 9 Erosion Results -- 10 Results Based on Seasonal Observation -- 10.1 Accretion -- 10.2 Erosion -- 11 Summary and Conclusion -- References -- A Review of Computational Studies on Indian Coast Considering Climate Change Effects -- 1 Introduction -- 1.1 Rainfall and Temperature -- 1.2 Sea Level Rise and Floods -- 1.3 Wind and Wave Climate -- 2 Availability of Data -- 2.1 In-Situ Measured Data -- 2.2 Satellite Measurements -- 2.3 Global Climate Models -- 2.4 Climate Change Scenarios -- 3 Methods and Computational Tools Used in Climatology -- 3.1 Numerical Modelling -- 3.2 Artificial Neural Network -- 3.3 Analysis Based on Long-Term Probability Distributions -- 4 Computational Studies Along Indian Coast -- 5 Summary -- References -- Determination of Effective Discharge Responsible for Sediment Transport in Cauvery River Basin -- 1 Introduction -- 2 Methodology -- 2.1 Goodness of Fit Test for Stream Flow Data -- 2.2 Determination of Effective Discharge Using MFA -- 2.3 Recurrence Interval Prediction -- 3 Study Area and Data Considered for MFA -- 4 Results and Discussions -- 4.1 KS Test for Fitting Probability Distributions to Daily Stream Flow Data -- 4.2 Stream Flow Distribution and Sediment Transport Analysis -- 4.3 Effective Discharge and Recurrence Interval Determination -- 4.4 Duration of Effective Discharge -- 5 Conclusions -- References.
,
Pervious Concrete as an Effective Urban Flood Management Tool -- 1 Introduction -- 1.1 Mix Proportion -- 1.2 Environment Benefits -- 2 Research Significance -- 3 Materials and Methodology -- 3.1 Composition and Mix Design -- 3.2 Sample Preparation -- 3.3 Experimental Set up -- 3.4 Properties of Concrete -- 4 Results and Discussion -- 4.1 Compressive Strength -- 4.2 Porosity -- 4.3 Permeability -- 5 Conclusions -- References -- Numerical Simulation of Wave Conditions for Mangrol Fishing Harbour -- 1 Introduction -- 2 Methodology -- 3 Wave Transformation -- 4 Wave Tranquility -- 5 Conclusions -- References -- Erodibility of Cohesive Sediments Using Jet Erosion Tests -- 1 Introduction -- 2 Experimental Equipment and Procedure -- 2.1 Properties of Clay and Sand Used -- 2.2 Tank for Experimentation on Jet-Scour -- 3 Methods of Analysis -- 4 Analysis, Results and Discussions -- 5 Conclusions and Suggestions -- References -- Numerical Simulation of Desilting Chamber Using Flow 3D -- 1 Introduction -- 2 Hydraulic Model Studies for Desilting Chamber -- 3 Numerical Modeling Through CFD -- 4 Mathematical Formulation -- 4.1 Meshing and Geometry -- 5 Velocity Profiles -- 6 Sediment Movement Inside Desilting Chamber -- 7 Pressure Profiles -- 8 Results -- 9 Conclusions -- References -- Flood Management-An Overview -- 1 Introduction -- 2 Literature Review -- 3 Impact of Flood -- 3.1 Impact of Flood in the State of West Bengal Within Last Fifty Years -- 4 1968 North Bengal Flood, West Bengal -- 5 1978 Flood in Midnapur and Other Districts, West Bengal -- 6 Purulia Flood of 1992, West Bengal -- 7 Flood of 2000 in West Bengal -- 8 Flood in Bankura and Jhargram Districts of West Bengal During the Year 2018 -- 9 Flood Impact Assessment and Management -- 10 Action Plan of Flood Management -- 11 Application of New Technology -- 12 Conclusions -- References.
,
Grid Sensitivity Study of Modular Ocean Model in Capturing Regional-Scale Dynamics of Bay of Bengal Under Seasonal Wind Patterns -- 1 Introduction -- 2 Model Description -- 3 Results and Discussions -- 4 Concluding Remarks -- References -- Bathymetry Retrieval Using Remote Sensing Techniques for Inter-tidal Regions of Tapi Estuary -- 1 Introduction -- 2 Existing Methods to Retrieve Bathymetry from Satellite Images -- 2.1 Tide Co-ordinated Shoreline Method -- 2.2 Band Ratio Method -- 3 Study Area -- 4 Datasets Used -- 4.1 Satellite Images -- 4.2 Bathymetry -- 4.3 Tide -- 5 Methodology -- 5.1 Tide Co-ordinated Shoreline (TC) Method -- 5.2 Band Ratio (BR) Method -- 5.3 Hybrid (TCBR) Method -- 6 Results and Discussion -- 6.1 Result from Tide Co-ordinated Shoreline (TC) Method -- 6.2 Result from Band Ratio (BR) Method -- 6.3 Result from Hybrid (TCBR) Method -- 7 Validation -- 8 Conclusions -- References -- Numerical Model Studies to Assess Wave Transmission Through Array of Wave Energy Converters, with Different Configurations -- 1 Introduction -- 2 Methodology -- 2.1 Numerical Model -- 2.2 Numerical Wave Flume -- 2.3 Experiments -- 3 Results and Discussion -- 3.1 Comparison of Transmission Coefficients -- 4 Conclusions -- References -- Physical and Numerical Modeling of Flow Pattern Near Upstream Guide Wall of Jigaon Dam Spillway, Maharashtra -- 1 Introduction -- 1.1 Physical Model -- 2 Numerical Model -- 2.1 Comparison of Numerical Model Results with Physical Model Results for Original Design of Spillway -- 2.2 Flow Conditions Over the Spillway for Fully Open Gate Operation -- 2.3 Velocity in the Upstream of the Spillway for Fully Open Gate Operation -- 3 Revised Design of Spillway -- 4 Conclusions -- References -- Assessing the Impact of Ports on Tiruvallur Coast of Tamilnadu -- 1 Introduction -- 2 Study Area -- 3 Data Used -- 4 Methodology.
,
5 Result and Discussion.
Permalink
