1. The document discusses river morphology and provides definitions of key river-related terms such as perennial, ephemeral, and intermittent rivers. It also describes the main functions of rivers.
2. River morphology is introduced as the study of river forms, patterns, and the processes that develop them. Key river morphological elements that are discussed include channel geometry, pattern, grade, and processes like erosion, transportation, and deposition.
3. The importance of understanding sediment transport processes for river management is highlighted. Factors influencing watershed characteristics and the effect of watershed shape on runoff flow are also examined.
1) A pumping test was conducted where a well was pumped at 2500 m3/day and drawdowns were measured in an observation well 60 m away at various times.
2) The transmissivity and storativity of the confined aquifer were estimated using the Theis and Cooper-Jacob methods in AquiferTest software by analyzing the linear relationship between the logarithm of time and drawdown.
3) The accuracy of the aquifer parameter estimates depends on maintaining a constant pumping rate and measuring drawdowns at appropriate time intervals in multiple observation wells.
This is a lecture on well hydraulics. The basics of flow towards the well in confined and unconfined aquifers. Well interactions. Method of images. Flow nets in case of multiple wells. Superposition theory for multiple wells.
Introducing Groundwater Management PowerPoint Presentation Slides. Analyze information about water quality and underpin decisions about water resource management with this PPT slideshow. Demonstrate the process of planning, developing, and managing the optimum use of water by using this visually appealing PPT layout. The survey data for determining water quality can be easily presented by using our professionally designed water cycle management PowerPoint slideshow. Describe the natural processes and human processes that affect water quality. Understand sources of water pollution, natural and human processes affecting water quality by taking the advantage of this PPT slideshow. Provide data on the optimization of deterioration in water quality and pollutants that deteriorate the quality of water on a global scale with the help of our water quality management PowerPoint infographics. You can easily explain further topics like wastewater treatment process, wastewater reuse, global wastewater reuse by sector, etc. by downloading this ready-to-use PowerPoint slide deck. https://bit.ly/2RCTUun
This document provides an introduction to flood frequency analysis, which uses historical flood data to estimate the probability and recurrence intervals of future floods of given magnitudes. It discusses how flood frequency analysis is necessary for cost-effective design of bridges, dams, and other structures, as well as flood insurance and zoning. Two common methods for collecting flood data are described: annual peaks and partial duration series. Statistical approaches like the Weibull formula are commonly used to analyze the data and construct flood frequency curves showing the relationship between discharge magnitude and probability or recurrence interval.
Chapter 1: Introduction to River Hydraulicsgemedo gelgelu
This document provides an overview of river hydraulics and morphology. It discusses how rivers adjust over time based on natural forces and human activities. Key points include:
- Rivers can be classified based on factors like flow patterns, location, and channel shape. Meandering and braided rivers are described.
- Sediment transport involves erosion, deposition, and different load types being suspended, rolling along the bed, or in traction.
- River channels and morphology vary based on location in a watershed and sediment characteristics. Meandering develops through erosion on concave banks and deposition on convex banks.
Sea Water Intrusion(SWI) in coastal areas :
1. Occurrence of seawater intrusion
2.Factors that affect coastal aquifer
3.Changes by hydrological regime
4.Problems due to SWI
5.Ghyben-Herzberg relation
6.Methods to detect SWI
7.Control measures
1. The document discusses river morphology and provides definitions of key river-related terms such as perennial, ephemeral, and intermittent rivers. It also describes the main functions of rivers.
2. River morphology is introduced as the study of river forms, patterns, and the processes that develop them. Key river morphological elements that are discussed include channel geometry, pattern, grade, and processes like erosion, transportation, and deposition.
3. The importance of understanding sediment transport processes for river management is highlighted. Factors influencing watershed characteristics and the effect of watershed shape on runoff flow are also examined.
1) A pumping test was conducted where a well was pumped at 2500 m3/day and drawdowns were measured in an observation well 60 m away at various times.
2) The transmissivity and storativity of the confined aquifer were estimated using the Theis and Cooper-Jacob methods in AquiferTest software by analyzing the linear relationship between the logarithm of time and drawdown.
3) The accuracy of the aquifer parameter estimates depends on maintaining a constant pumping rate and measuring drawdowns at appropriate time intervals in multiple observation wells.
This is a lecture on well hydraulics. The basics of flow towards the well in confined and unconfined aquifers. Well interactions. Method of images. Flow nets in case of multiple wells. Superposition theory for multiple wells.
Introducing Groundwater Management PowerPoint Presentation Slides. Analyze information about water quality and underpin decisions about water resource management with this PPT slideshow. Demonstrate the process of planning, developing, and managing the optimum use of water by using this visually appealing PPT layout. The survey data for determining water quality can be easily presented by using our professionally designed water cycle management PowerPoint slideshow. Describe the natural processes and human processes that affect water quality. Understand sources of water pollution, natural and human processes affecting water quality by taking the advantage of this PPT slideshow. Provide data on the optimization of deterioration in water quality and pollutants that deteriorate the quality of water on a global scale with the help of our water quality management PowerPoint infographics. You can easily explain further topics like wastewater treatment process, wastewater reuse, global wastewater reuse by sector, etc. by downloading this ready-to-use PowerPoint slide deck. https://bit.ly/2RCTUun
This document provides an introduction to flood frequency analysis, which uses historical flood data to estimate the probability and recurrence intervals of future floods of given magnitudes. It discusses how flood frequency analysis is necessary for cost-effective design of bridges, dams, and other structures, as well as flood insurance and zoning. Two common methods for collecting flood data are described: annual peaks and partial duration series. Statistical approaches like the Weibull formula are commonly used to analyze the data and construct flood frequency curves showing the relationship between discharge magnitude and probability or recurrence interval.
Chapter 1: Introduction to River Hydraulicsgemedo gelgelu
This document provides an overview of river hydraulics and morphology. It discusses how rivers adjust over time based on natural forces and human activities. Key points include:
- Rivers can be classified based on factors like flow patterns, location, and channel shape. Meandering and braided rivers are described.
- Sediment transport involves erosion, deposition, and different load types being suspended, rolling along the bed, or in traction.
- River channels and morphology vary based on location in a watershed and sediment characteristics. Meandering develops through erosion on concave banks and deposition on convex banks.
Sea Water Intrusion(SWI) in coastal areas :
1. Occurrence of seawater intrusion
2.Factors that affect coastal aquifer
3.Changes by hydrological regime
4.Problems due to SWI
5.Ghyben-Herzberg relation
6.Methods to detect SWI
7.Control measures
This document discusses river engineering and types of river training works. It describes guide bank systems, groynes/spurs, and different types of groynes used to control river flows, including permeable tree groynes and pile groynes. The key factors in designing groynes are discussed, such as their length, materials used, and how they can be configured to attract, deflect, or repel river flows and sedimentation. Different specialized groynes are also introduced, such as hockey-shaped, T-headed, and inverted L-shaped groynes.
The document discusses hydrographs, which record river discharge over time and show how rivers respond to rainstorms. It defines hydrographs as measuring river discharge through cross-sectional area times mean velocity. There are different types of hydrographs like storm, flood, and annual hydrographs. Analyzing hydrographs helps predict flooding events by finding discharge patterns of drainage basins, which can influence flood prevention measures.
This document discusses methods for estimating groundwater potential and balance. It provides an overview of key concepts like the hydrologic cycle, national water policy regarding groundwater, and the groundwater balance equation. The document also outlines data requirements, methodology, and methods for estimating individual components of the groundwater balance like recharge from rainfall, recharge from canals, and evapotranspiration from groundwater. Empirical formulas and norms from expert committees are presented for calculating various recharge coefficients.
Sediment is any particulate matter that can be transported by fluid flow and eventually deposited. There are four main categories of sediments based on size: gravel, sand, silt, and clay. Incipient motion, or the initial movement of sediment particles, is important to studying sediment transport and channel design. Two main approaches to modeling incipient motion are the shear stress approach and velocity approach. Shields developed a widely used diagram relating the critical shear stress needed to initiate motion to other dimensionless parameters like particle size, fluid properties, and sediment density. White's analysis also models critical shear stress as proportional to particle size. The velocity approach uses field surveys of permissible flow velocities before sediment starts moving in different channel materials.
This document provides an overview of various groundwater exploration methods, including surface and subsurface techniques. Surface methods involve minimal facilities and include geomorphological analysis of landforms, geological and structural mapping, soil and vegetation analysis, remote sensing, and surface geophysical methods like electrical resistivity and seismic surveys. Subsurface methods like borehole logging and test drilling provide direct observations but are more expensive. Together, a multi-method approach can be used to explore groundwater resources and locate potential zones for development.
The document discusses integrated water resources management (IWRM) in Nepal. It begins by defining IWRM and outlining its key principles. It then describes Nepal's water resources and the various ways water is used. The document also discusses the challenges facing water management in Nepal and outlines the tools and approaches used in IWRM, including water assessments, impact assessments, and performance evaluation. It analyzes Nepal's policies and institutions related to IWRM and concludes that while IWRM principles have been adopted, developing effective local institutions remains a challenge.
This document discusses techniques for measuring stream flow. There are two main categories of measurement: direct determination using area-velocity methods, dilution techniques, electromagnetic and ultrasonic methods; and indirect determination using hydraulic structures like weirs, flumes and gates or slope-area methods. Velocity is an important aspect measured using current meters, which are the most commonly used instruments. Current meters consist of rotating cups or propellers connected to mechanisms that count revolutions to determine flow velocity. Floating objects can also be used to estimate surface velocities. Accurate stream flow measurement is important for hydrologic studies.
Most of the world's population lives near coastal areas and relies on groundwater as a source of freshwater. As populations and water usage increase, aquifers are being depleted, causing issues like saltwater intrusion. Saltwater intrusion occurs when denser saltwater moves into freshwater aquifers due to changes in water pressure. The Ghyben-Herzberg principle states that for every meter of freshwater above sea level, there will be 40 meters below. Remedial measures to control intrusion include monitoring water levels, restricting pumping, using alternative water sources, and artificially recharging aquifers.
This document discusses integrated water resources management (IWRM) and its practical implementation. It provides an overview of IWRM, including its relevance to key development issues, characteristics, status of adoption globally, and challenges to practical application. Examples of successful IWRM applications and case studies that address problematic water management scenarios are also presented. The document explores linking IWRM programs to goals like the Millennium Development Goals and climate change adaptation through setting achievement milestones.
Meandering rivers form sinuous patterns as they erode the outer banks of bends and deposit sediments inside bends. This process causes the river channel to migrate back and forth over time. Key features of meandering rivers include point bars, which are sediment deposits inside bends, and oxbow lakes, which form when meander loops are cut off from the main river channel. Meandering rivers have a single channel and flow in helical patterns that erode the outer bank and deposit sediments inside bends, causing the characteristic sinuous shape over time.
This document discusses reservoir sedimentation, including its causes and mitigation strategies. It notes that geological investigation of the land, hydrology, hydrogeology, and geology are essential for planning dams and reservoirs. Several methods to control sedimentation are described, such as reducing sediment inflow, routing sediments, sediment removal, providing large storage volumes, and sediment placement. Afforestation, check dams, and operating reservoirs to discharge sediment during floods while retaining water during dry seasons can also help address the problem. Desilting of reservoirs in India needs to be prioritized, as silt deposits have reduced water storage capacity by 30-40% in major dams.
This document outlines the course content for a River Engineering course. It covers 5 main topics: 1) Introduction to River Engineering which discusses catchment areas, river classifications, and morphology; 2) River Hydraulics; 3) Sediment Transport; 4) River Training and Flood Control; and 5) Preliminary Design of Bridges. The objectives are for students to understand river behavior and morphology, sediment transport, river training structures, and bridge hydraulics. Evaluation includes assignments, exams, and presentations. References for further reading are also provided.
This document provides information on different types of dams including their definitions, structures, advantages, disadvantages and classifications. It discusses common dam types such as gravity dams, arch dams, buttress dams, embankment dams and their design considerations. Examples of major dams from around the world are also highlighted such as the Three Gorges Dam, Hoover Dam and dams in Thailand. Causes of dam failures are briefly mentioned.
This document provides an outline for a course on river engineering. It discusses river characteristics, hydraulics, morphology, sediment transport mechanisms, bed load calculation methods, sediment sampling, river training works, erosion protection, discharge control, and flow forecasting. Ethiopian rivers are described as having high seasonal flow variability due to the country's highlands and marked seasonality of rainfall. Common sediment transport mechanisms include bed load, suspended load, and wash load. Methods for calculating bed load transport rates include equations developed by Nielsen and van Rijn.
This document discusses surface runoff, stream flow, hydrographs, and unit hydrographs. It begins by defining surface runoff and stream flow, explaining that surface runoff occurs when precipitation is unable to infiltrate the ground and flows overland into streams, rivers, and other bodies of water. It then discusses measuring stream flow through various methods like current meters and weirs to determine discharge. The document introduces the concept of hydrographs, which plot discharge over time, and unit hydrographs, which represent the hydrograph resulting from 1 unit of excess precipitation. It provides examples of using unit hydrographs and the S-curve method to develop hydrographs of different durations.
This document discusses types of rain gauges used to measure rainfall. It describes non-automatic/non-recording rain gauges like Symon's rain gauge which collect rainfall manually. It also describes automatic/recording rain gauges like weighing bucket, tipping bucket, and float type gauges that record rainfall continuously without manual measurement. Recording gauges provide rainfall intensity over time through a pen on a rotating drum, while non-recording gauges only give total rainfall. Recording gauges do not require an attendant but are more expensive and prone to mechanical faults.
This document discusses key properties and concepts related to aquifers and groundwater flow. It defines terms like porosity, permeability, hydraulic conductivity, specific yield, and water table. It describes different types of aquifers such as unconfined, confined, and perched aquifers. Pumping from confined aquifers can create a cone of depression. Storativity describes how much water an aquifer can gain or lose from storage. Aquifer units can be homogeneous, heterogeneous, isotropic, or anisotropic depending on their properties.
An aquifer is an underground layer of permeable rock or sediment that contains water. Aquifers can be confined or unconfined. A confined aquifer is separated from the surface by an impermeable layer, while an unconfined aquifer allows water to seep directly from the surface above. Natural recharge of unconfined aquifers occurs through downward percolation of excess water, while confined aquifers recharge where the aquifer reaches the surface. Infiltration galleries are underground tunnels constructed with holes to intercept groundwater flowing towards lakes or rivers and collect it for extraction.
This document provides an overview of topics that will be discussed in a chapter on groundwater hydrology. It includes definitions of key terms like aquifers, water tables, and porosity. It describes how groundwater occurs underground and moves from areas of higher to lower potential. Methods for estimating groundwater recharge and withdrawal are presented. Equations for modeling groundwater flow and well hydraulics under steady and unsteady conditions are shown. The document also discusses groundwater development and issues in Nepal including overextraction, pollution sources, and conjunctive use of surface and groundwater.
The document describes glacial and glaciofluvial deposits found in Alberta, Canada, including till, varves, eskers, and kame deltas. Varves are annual layers deposited in glacial lakes, with finer layers in winter and coarser in summer. Varves in the image were deposited in Glacial Lake Leduc and allow dating the lake. As the lake deepened over time, the varves became thinner and better defined as the sediment source moved farther. Glaciofluvial features like eskers and outwash plains can impact human activities by providing resources or affecting drainage.
An alluvial river is a river whose channel and banks are composed of erodible soil and sediment materials. The shape and form of an alluvial river channel is determined by the river's natural processes of erosion, sediment transport, and deposition over time. Alluvial rivers can freely adjust their section, pattern, and profile in response to changes in water flow and sediment conditions. In contrast, non-alluvial channels are confined by bedrock or other rigid materials and cannot freely change their form.
This document discusses river engineering and types of river training works. It describes guide bank systems, groynes/spurs, and different types of groynes used to control river flows, including permeable tree groynes and pile groynes. The key factors in designing groynes are discussed, such as their length, materials used, and how they can be configured to attract, deflect, or repel river flows and sedimentation. Different specialized groynes are also introduced, such as hockey-shaped, T-headed, and inverted L-shaped groynes.
The document discusses hydrographs, which record river discharge over time and show how rivers respond to rainstorms. It defines hydrographs as measuring river discharge through cross-sectional area times mean velocity. There are different types of hydrographs like storm, flood, and annual hydrographs. Analyzing hydrographs helps predict flooding events by finding discharge patterns of drainage basins, which can influence flood prevention measures.
This document discusses methods for estimating groundwater potential and balance. It provides an overview of key concepts like the hydrologic cycle, national water policy regarding groundwater, and the groundwater balance equation. The document also outlines data requirements, methodology, and methods for estimating individual components of the groundwater balance like recharge from rainfall, recharge from canals, and evapotranspiration from groundwater. Empirical formulas and norms from expert committees are presented for calculating various recharge coefficients.
Sediment is any particulate matter that can be transported by fluid flow and eventually deposited. There are four main categories of sediments based on size: gravel, sand, silt, and clay. Incipient motion, or the initial movement of sediment particles, is important to studying sediment transport and channel design. Two main approaches to modeling incipient motion are the shear stress approach and velocity approach. Shields developed a widely used diagram relating the critical shear stress needed to initiate motion to other dimensionless parameters like particle size, fluid properties, and sediment density. White's analysis also models critical shear stress as proportional to particle size. The velocity approach uses field surveys of permissible flow velocities before sediment starts moving in different channel materials.
This document provides an overview of various groundwater exploration methods, including surface and subsurface techniques. Surface methods involve minimal facilities and include geomorphological analysis of landforms, geological and structural mapping, soil and vegetation analysis, remote sensing, and surface geophysical methods like electrical resistivity and seismic surveys. Subsurface methods like borehole logging and test drilling provide direct observations but are more expensive. Together, a multi-method approach can be used to explore groundwater resources and locate potential zones for development.
The document discusses integrated water resources management (IWRM) in Nepal. It begins by defining IWRM and outlining its key principles. It then describes Nepal's water resources and the various ways water is used. The document also discusses the challenges facing water management in Nepal and outlines the tools and approaches used in IWRM, including water assessments, impact assessments, and performance evaluation. It analyzes Nepal's policies and institutions related to IWRM and concludes that while IWRM principles have been adopted, developing effective local institutions remains a challenge.
This document discusses techniques for measuring stream flow. There are two main categories of measurement: direct determination using area-velocity methods, dilution techniques, electromagnetic and ultrasonic methods; and indirect determination using hydraulic structures like weirs, flumes and gates or slope-area methods. Velocity is an important aspect measured using current meters, which are the most commonly used instruments. Current meters consist of rotating cups or propellers connected to mechanisms that count revolutions to determine flow velocity. Floating objects can also be used to estimate surface velocities. Accurate stream flow measurement is important for hydrologic studies.
Most of the world's population lives near coastal areas and relies on groundwater as a source of freshwater. As populations and water usage increase, aquifers are being depleted, causing issues like saltwater intrusion. Saltwater intrusion occurs when denser saltwater moves into freshwater aquifers due to changes in water pressure. The Ghyben-Herzberg principle states that for every meter of freshwater above sea level, there will be 40 meters below. Remedial measures to control intrusion include monitoring water levels, restricting pumping, using alternative water sources, and artificially recharging aquifers.
This document discusses integrated water resources management (IWRM) and its practical implementation. It provides an overview of IWRM, including its relevance to key development issues, characteristics, status of adoption globally, and challenges to practical application. Examples of successful IWRM applications and case studies that address problematic water management scenarios are also presented. The document explores linking IWRM programs to goals like the Millennium Development Goals and climate change adaptation through setting achievement milestones.
Meandering rivers form sinuous patterns as they erode the outer banks of bends and deposit sediments inside bends. This process causes the river channel to migrate back and forth over time. Key features of meandering rivers include point bars, which are sediment deposits inside bends, and oxbow lakes, which form when meander loops are cut off from the main river channel. Meandering rivers have a single channel and flow in helical patterns that erode the outer bank and deposit sediments inside bends, causing the characteristic sinuous shape over time.
This document discusses reservoir sedimentation, including its causes and mitigation strategies. It notes that geological investigation of the land, hydrology, hydrogeology, and geology are essential for planning dams and reservoirs. Several methods to control sedimentation are described, such as reducing sediment inflow, routing sediments, sediment removal, providing large storage volumes, and sediment placement. Afforestation, check dams, and operating reservoirs to discharge sediment during floods while retaining water during dry seasons can also help address the problem. Desilting of reservoirs in India needs to be prioritized, as silt deposits have reduced water storage capacity by 30-40% in major dams.
This document outlines the course content for a River Engineering course. It covers 5 main topics: 1) Introduction to River Engineering which discusses catchment areas, river classifications, and morphology; 2) River Hydraulics; 3) Sediment Transport; 4) River Training and Flood Control; and 5) Preliminary Design of Bridges. The objectives are for students to understand river behavior and morphology, sediment transport, river training structures, and bridge hydraulics. Evaluation includes assignments, exams, and presentations. References for further reading are also provided.
This document provides information on different types of dams including their definitions, structures, advantages, disadvantages and classifications. It discusses common dam types such as gravity dams, arch dams, buttress dams, embankment dams and their design considerations. Examples of major dams from around the world are also highlighted such as the Three Gorges Dam, Hoover Dam and dams in Thailand. Causes of dam failures are briefly mentioned.
This document provides an outline for a course on river engineering. It discusses river characteristics, hydraulics, morphology, sediment transport mechanisms, bed load calculation methods, sediment sampling, river training works, erosion protection, discharge control, and flow forecasting. Ethiopian rivers are described as having high seasonal flow variability due to the country's highlands and marked seasonality of rainfall. Common sediment transport mechanisms include bed load, suspended load, and wash load. Methods for calculating bed load transport rates include equations developed by Nielsen and van Rijn.
This document discusses surface runoff, stream flow, hydrographs, and unit hydrographs. It begins by defining surface runoff and stream flow, explaining that surface runoff occurs when precipitation is unable to infiltrate the ground and flows overland into streams, rivers, and other bodies of water. It then discusses measuring stream flow through various methods like current meters and weirs to determine discharge. The document introduces the concept of hydrographs, which plot discharge over time, and unit hydrographs, which represent the hydrograph resulting from 1 unit of excess precipitation. It provides examples of using unit hydrographs and the S-curve method to develop hydrographs of different durations.
This document discusses types of rain gauges used to measure rainfall. It describes non-automatic/non-recording rain gauges like Symon's rain gauge which collect rainfall manually. It also describes automatic/recording rain gauges like weighing bucket, tipping bucket, and float type gauges that record rainfall continuously without manual measurement. Recording gauges provide rainfall intensity over time through a pen on a rotating drum, while non-recording gauges only give total rainfall. Recording gauges do not require an attendant but are more expensive and prone to mechanical faults.
This document discusses key properties and concepts related to aquifers and groundwater flow. It defines terms like porosity, permeability, hydraulic conductivity, specific yield, and water table. It describes different types of aquifers such as unconfined, confined, and perched aquifers. Pumping from confined aquifers can create a cone of depression. Storativity describes how much water an aquifer can gain or lose from storage. Aquifer units can be homogeneous, heterogeneous, isotropic, or anisotropic depending on their properties.
An aquifer is an underground layer of permeable rock or sediment that contains water. Aquifers can be confined or unconfined. A confined aquifer is separated from the surface by an impermeable layer, while an unconfined aquifer allows water to seep directly from the surface above. Natural recharge of unconfined aquifers occurs through downward percolation of excess water, while confined aquifers recharge where the aquifer reaches the surface. Infiltration galleries are underground tunnels constructed with holes to intercept groundwater flowing towards lakes or rivers and collect it for extraction.
This document provides an overview of topics that will be discussed in a chapter on groundwater hydrology. It includes definitions of key terms like aquifers, water tables, and porosity. It describes how groundwater occurs underground and moves from areas of higher to lower potential. Methods for estimating groundwater recharge and withdrawal are presented. Equations for modeling groundwater flow and well hydraulics under steady and unsteady conditions are shown. The document also discusses groundwater development and issues in Nepal including overextraction, pollution sources, and conjunctive use of surface and groundwater.
The document describes glacial and glaciofluvial deposits found in Alberta, Canada, including till, varves, eskers, and kame deltas. Varves are annual layers deposited in glacial lakes, with finer layers in winter and coarser in summer. Varves in the image were deposited in Glacial Lake Leduc and allow dating the lake. As the lake deepened over time, the varves became thinner and better defined as the sediment source moved farther. Glaciofluvial features like eskers and outwash plains can impact human activities by providing resources or affecting drainage.
An alluvial river is a river whose channel and banks are composed of erodible soil and sediment materials. The shape and form of an alluvial river channel is determined by the river's natural processes of erosion, sediment transport, and deposition over time. Alluvial rivers can freely adjust their section, pattern, and profile in response to changes in water flow and sediment conditions. In contrast, non-alluvial channels are confined by bedrock or other rigid materials and cannot freely change their form.
This document discusses meandering river systems. It describes how meanders form through the erosion of the outer bank and deposition on the inner bank, creating sinuous bends in the channel over time. Key features of meandering rivers discussed include point bars, natural levees, crevasse splays, and oxbow lakes. The document also covers the helical flow processes responsible for erosion and deposition patterns in meander bends and defines the different facies deposits found in meandering river channels.
Lacey's regime theory states that the dimensions and slope of a channel are uniquely determined by the discharge, silt load, and erodibility of the soil material. A channel is in regime if there is no scouring or silting. Lacey proposed equations to calculate parameters like velocity, slope, and dimensions based on variables like discharge, silt factor, and side slopes. The theory has limitations as the conditions of true regime cannot be achieved and parameters like silt grade/load are not clearly defined. Lacey also developed shock theory accounting for form resistance due to bed irregularities.
The document summarizes various processes of erosion and deposition that shape Earth's surface over time. It discusses how weathering, erosion, and deposition act in a cycle to wear down and build up the landscape. Various landforms are formed through these processes operating on the surface by rivers, glaciers, waves, wind, and gravity. Rivers cut through bedrock, carve valleys and canyons, and form deltas where they meet the sea. Glaciers erode and transport debris, leaving behind deposits like moraines. Waves shape coastal cliffs and deposits beaches and barrier islands. Wind erodes dry areas into sand dunes. Mass movement involves gravity-driven erosion in landslides. Together these processes have sculpted the
Okay, let me solve this step-by-step:
Given:
Discharge of canal (Q) = 50 cumec
Let's assume:
Bed width (B) = x meters
Depth of water (D) = y meters
Cross-sectional area (A) = B*D + 1.5D^2
Wetted perimeter (P) = B + 3.6D
Hydraulic mean depth (R) = A/P
From the economical section condition:
R = D/2
Equating the two expressions of R and solving:
(B*D + 1.5D^2) / (B + 3
Water resources planning involves collecting data on water availability, future needs, and environmental impacts to formulate alternative development projects at local, regional, state, national, and international levels. Projects are evaluated based on their ability to meet single or multiple purposes like irrigation, water supply, power generation, flood control, and navigation in an economically efficient manner while minimizing environmental damage. Careful projection of future water demands and consideration of all relevant social, economic, legal, and environmental factors is needed to develop successful water resources projects.
This document discusses water on the land and how rivers change from their source to their mouth. It explains that rivers have a steep gradient and narrow channels near their source, carrying large angular material. Downstream, the gradient gentles, channels widen and deepen, and material transported is smaller and more rounded. Floodplains also become wider and flatter towards the river mouth as the channel capacity increases.
Peatland management impacts on flood regulationAberdeen CES
- Peatland management can impact flood regulation in complex ways that depend on the type of peat, location within the catchment, management intensity and configuration, and location relative to river channels.
- Peatlands can impact flooding through changing peak flows, timing, and volumes in various ways depending in these factors. Upland blanket peat generally contributes to flooding while lowland fens may attenuate floods depending on management and location.
- Both short and long term studies show that draining peatlands can initially increase peak flows and water yields but may reduce peaks and increase recessions over decades as the landscape adjusts. The impacts also depend on the catchment scale, hydrological connectivity, and routing of
Sustainable hydraulic engineering with Build with Nature technologiesChinjuSijin
This case study examined the use of Building with Nature (BwN) principles in coastal nourishment projects. Traditionally, small amounts of sand are periodically placed on shorelines when erosion threatens a reference line. However, this risks disturbing marine ecosystems every five years. The case study looked at depositing a large, 21.5 million m3 sand volume called a "sand engine" along an 18 km coastline near Delfland, Netherlands. The goal was for waves, currents and wind to naturally distribute the sand over decades, reducing erosion and ecosystem disruption compared to traditional small, frequent nourishments. Guidelines, tools and previous examples were needed to mainstream this BwN approach.
DSD-INT 2017 Morphological river modelling in Ecuador, using Delft3D FM - BeckerDeltares
Presentation by Anke Becker, Deltares, Netherlands, at the Delft3D - User Days (Day 2: Sediment transport and morphology), during Delft Software Days - Edition 2017. Tuesday, 31 October 2017, Delft.
This document provides an introduction to flooding and disaster management. It defines floods as the overflowing of water onto normally dry land, usually due to excessive rain. Causes of floods include both physical/natural factors like heavy rainfall as well as human/anthropogenic factors like urbanization, deforestation, and failures of man-made structures. The document discusses key terms, hydrographs, impacts of floods, and strategies for flood management including both hard engineering approaches using structures and soft engineering working with natural processes.
River management strategies include channelization through river realignment and re-sectioning, and bank protection through embankments and vegetation management. These strategies have limitations such as causing flooding downstream, accumulating sediments, destroying habitats, and being costly to implement and maintain.
This document discusses various short term and long term flood management strategies. In the short term, rescue efforts like supplying boats, medicine, food and temporary housing are prioritized. Long term strategies involve flood prediction techniques like hydrograph analysis, real time monitoring and studying past records. Engineering approaches include both hard techniques like dam and river channelization projects as well as soft options like afforestation, wetland conservation and flood warning systems. Nature-based solutions are emphasized as more sustainable and ecologically sensitive approaches.
This document provides information on canal irrigation, including definitions, types of canals based on use and discharge, canal components like main canals and branch canals, canal shapes, lined and unlined canals, canal design theories by Kennedy and Lacey for unlined canals on alluvial soils, and comparisons between the two theories. It discusses parameters for canal design like critical velocity, silt factor, and presents equations for determining velocity, discharge, and slope in canal design.
120512 Iasi morphology part 2 - Mr Hendrik HavingaRESTORE
The document discusses various topics related to river restoration including mitigating measures, maintenance activities, and administration processes. It focuses on removing vegetation, dredging, and using structural measures to restore river functions while balancing ecological and flood protection goals. Cyclical rejuvenation approaches are presented as a way to combine sediment and vegetation management. Monitoring of morphology and ecology is also emphasized.
The document discusses modeling of seawater intrusion in coastal aquifers. It provides background on seawater intrusion as a natural process driven by density differences between fresh and saltwater. It describes various numerical models that can be used to simulate variable density groundwater flow and solute transport, including SEAWAT, SUTRA and MODFLOW. As an example application, it summarizes a study that used SUTRA to model seawater intrusion and the influence of tides on the fresh water resources of Nauru Island. The study found tidal forcing significantly reduced the size of the freshwater lens.
The document discusses drainage basins, the storm hydrograph, river erosion processes and landforms, flooding causes and impacts, and flood management strategies. It describes the hydrological cycle within a drainage basin and factors that influence the shape of a storm hydrograph. It outlines river erosion mechanisms and key landforms in the upper, middle and lower courses such as potholes, waterfalls, meanders, and deltas. Causes of flooding include excessive rainfall and development that increases runoff. Impacts are economic, social and environmental. Flood management includes hard and soft engineering approaches.
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Tags: Information Security, ISO/IEC 27001, ISO/IEC 42001, Artificial Intelligence, GDPR
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River morphology as_the_science_of_sustainability
1. River morphology:
the science of sustainability
Erik Mosselman (extract of original presentation)
A joint meeting on river morphology, sediment transport,
catchment hydrology and flood forecasting issues
Himalaya Hotel, Lalitpur, Nepal, 15 March 2012
5. Fundamental concept: the Exner principle
∂zb dqs ∂u
+ =0
∂t du ∂x
erosion
sedimentation erosion sedimentation
top view side view
of flow in channel with uniform width
of flow over horizontal bed
11. Application: river narrowing for navigation
River bed degradation:
• Limited depth above fixed layers
• Restrictions for sluices and river
port entrances
• Instability of banks and hydraulic
structures
• Shift in discharge distribution at
bifurcations
• and for the Netherlands…
angry Germans!
12. Application: river narrowing for navigation
Johann Gottfried Tulla
In derrule, no
As a Regel,
keinriver or
Fluß oder
Bach derin the
stream Welt
brauchtneeds
world mehr
als ein Bett
more than one
bed
20. Application: river narrowing for navigation
Lesson learned:
River narrowing to improve navigability:
• effective on a short term
• leading to expensive measures to maintain navigability
on a long term
• due to river morphology
25. Application: water withdrawal for irrigation
sedimentation:
• rise in bed levels
• rise in water levels
water withdrawal
26. Application: water withdrawal for irrigation
sedimentation:
• rise in bed levels
• rise in water levels
• raised embankments
27. Application: water withdrawal for irrigation
sedimentation:
• rise in bed levels
• rise in water levels
• raised embankments
28. Application: water withdrawal for irrigation
sedimentation:
• rise in bed levels
• rise in water levels
• raised embankments
29. Application: water withdrawal for irrigation
sedimentation:
• rise in bed levels
• rise in water levels
• raised embankments
flooding
30. Application: water withdrawal for irrigation
Effect of water withdrawal
made worse in case of barrages and subsidence
flooding
31. Application: water withdrawal for irrigation
Lesson learned:
Water withdrawal for irrigation:
• lowers water levels on a short term
• raises flood water levels on a long term
• due to river morphology
33. There is more to river morphology …
RIVER MORPHOLOGY
Bed sediment
River shape composition
Bed Bed Bank Bank
degradation aggradation retreat advance