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Channels and Channel Control Structures

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Cover of 'Channels and Channel Control Structures'

Table of Contents

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    Book Overview
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    Chapter 1 Factors Affecting Brink Depth in Rectangular Overfalls
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    Chapter 2 Barrages on Alluvial Rivers
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    Chapter 3 Comparative Discharge Performance of Side and Normal Weirs
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    Chapter 4 Model Studies on Local Scour
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    Chapter 5 Hydraulic Research on Irrigation Canal Falls
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    Chapter 6 Scour at Bridge Piers in Meandering Channels — I
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    Chapter 7 Scour at Bridge Piers in Meandering Channels — II
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    Chapter 8 Vortex Formation at Pipe-Offtake in an Open Channel
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    Chapter 9 Recirculation in Flow over Crump Weirs
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    Chapter 10 Pressure Field over a Rigid Model of an Inflatable Dam
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    Chapter 11 Form Drag Resistance of Two Dimensional Stepped Steep Open Channels
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    Chapter 12 Diversion Structure for Purified Wastewater Across a River
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    Chapter 13 The Automatic Throttle Hose
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    Chapter 14 Hydraulic Characteristics in a Straight Drop Structure of Trapezoidal Cross Section
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    Chapter 15 A Comparison of the Performance of Standard and Novel Culvert Designs Including the Effects of Sedimentation
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    Chapter 16 Radial Automatic Gates
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    Chapter 17 Field Tests on Natural Vibration Modes of a Tainter Gate
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    Chapter 18 Two-Dimensional Analysis of Sloping Submerged Outfalls
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    Chapter 19 A Three Years Experience in Sediment Removal from Sefid Rud Reservoir by Chasse Method
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    Chapter 20 Irrigation Intake from a Steep Gravel Bed River
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    Chapter 21 Sedimentation of Dave Johnston Power Plant Intake, Glenrock, Wyoming, U.S.A.
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    Chapter 22 A Solution for Sediment Control at Intakes
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    Chapter 23 A New Design of Sediment Control Facilities for Diversion Headworks in Mountain Streams
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    Chapter 24 River Bed Water Intakes: A Laboratory Investigation with Mobile Bed
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    Chapter 25 An Improved Calculation of the Settlement of Cohesionless Grains in Sedimentation Basins
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    Chapter 26 Design of the Remodelled Headworks and Canal System for the Greater Mussayib Project
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    Chapter 27 The Improvement of Flow-Distribution to Multiple Sedimentation Tanks
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    Chapter 28 A Relationship between Friction Factor and Energy Slope at Incipient Motion of Sediment Particles
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    Chapter 29 Jonglei Structures Investigations for the Headworks
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    Chapter 30 Jonglei Structures; Studies, Investigations and Designs
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    Chapter 31 The Response of Aquatic Plant Communities to Changes in the Hydraulic Design of Channels and Channel Systems
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    Chapter 32 Criterion for Deposition of Sediment Transported in Rigid Boundary Channels
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    Chapter 33 The Use and Performance of Gabions in Large Scale Flood Control Structures
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    Chapter 34 Ice Floods Caused by Wind Action
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    Chapter 35 Stage Discharge Relationships for Compound Channels
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    Chapter 36 The Control Structure of the River Medway Flood Relief Scheme
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    Chapter 37 Channel Protection, Operation and Maintenance in Flood Alleviation Schemes
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    Chapter 38 Frictional Resistance in Channels with Floodplains
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    Chapter 39 Two-Dimensional Modeling of Dam-Break Floods in Natural Channels with a Movable Bed
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    Chapter 40 Washout of Spillway Dams
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    Chapter 41 Design of a Hydraulic Control Structure with an in-Spillway Fishpass
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    Chapter 42 Dam and Deviation Tunnel for the Control of a Torrent Upstream a Landslide
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    Chapter 43 Resistance to Flow in Channels with Overbank Flood-Plain Flow
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    Chapter 44 Flood Prevention Measures for the Valley of the Rio Aguan, Honduras
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    Chapter 45 Water Movements in a Complex Canal Reach, Computation by a Method of Characteristics, Comparison with Field Measurements
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    Chapter 46 Unsteady Flow Simulation in Complex Drainage Systems by HVM — Hydrograph Volume Method
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    Chapter 47 Optimal Operation of an Irrigation Canal System for Unsteady Flow Conditions
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    Chapter 48 Unsteady Flow Phenomena in a Drainage Network in the Po River Delta
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    Chapter 49 The Unsteady Flow in Complex Irrigation Systems with Discharge Control Devices
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    Chapter 50 Centralized Control of Irrigation Canal Systems
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    Chapter 51 Unsteady Behaviour of Dunes
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    Chapter 52 A General Procedure to Compute Channel Systems for Unsteady Flow Conditions
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    Chapter 53 Flow Study for Operation of a Canal Regulator under Tidal Conditions
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    Chapter 54 A Combined Mathematical and Physical Model Approach for the Final Design of the Gambia Barrage
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    Chapter 55 Problems Related to Important Changes in River Regime Following Intensive River Training Works
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    Chapter 56 The Threshold between Meandering and Braiding
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    Chapter 57 On the Evaluation of Sediment Transport in Mountain Rivers
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    Chapter 58 Estimation of Bedform in Alluvial Channels and Streams by Using Regime-Type Velocity Formulas
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    Chapter 59 Bathymetric Changes Due to Engineering Structures in the Elbe-Estuary
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Title
Channels and Channel Control Structures
Published by
Springer Berlin Heidelberg, November 2013
DOI 10.1007/978-3-662-11300-4
ISBNs
978-3-66-211302-8, 978-3-66-211300-4
Editors

Smith, K. V. H.

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The data shown below were compiled from readership statistics for 2 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 2 100%

Demographic breakdown

Readers by professional status Count As %
Student > Ph. D. Student 1 50%
Unknown 1 50%
Readers by discipline Count As %
Earth and Planetary Sciences 1 50%
Unknown 1 50%