Hydraulic Canals Design Construction Regulation and Maintenance 1st Edition by Jose Liria Montanes ISBN 9780415362115 0415362113

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Product details: 

ISBN 10:  0415362113 

ISBN 13: 9780415362115

Author: Jose Liria Montanes

Aimed at professional engineers with a solid grounding in hydraulics, this authoritative technical reference offers step-by-step guidance on canal engineering spanning design, construction, regulation, and ongoing upkeep 

Table of contents:

1. Hydraulic Operation of a Canal
    1.1 Basic General Principles for Its Calculation
    1.2 Calculation of Average Traction
    1.3 Application to the Calculation of the Rate of Flow Circulating Through a Canal
    1.4 Localized Head Losses
    1.5 Variation in Traction Throughout the Section
    1.6 Stable Canal Forms
    1.7 Subcritical and Supercritical Motion
    1.8 Stable Varied Flow
    1.9 Unsteady Flow

2. Water Loss in Canals
    2.1 Worldwide Importance
    2.2 Causes That Affect Water Losses Due to Leakage
    2.3 The Way to Stop Leakage in a Canal: Other Reasons for Putting in Linings
    2.4 Canals That Must Not Be Lined: Drainage Canals
    2.5 Types of Lining
    2.6 Resistant Side Walls
    2.7 Possibility of Obtaining the Desired Waterproofness

3. Study and Definition of the Canal Layout and Earth Movement Works to Be Carried Out
    3.1 Introduction
    3.2 Basic Studies
    3.3 First Solution Fitting-In
    3.4 Construction Project
    3.5 Planning of the Construction Process

4. Mass Concrete Lining
    4.1 The Suitability of Concrete as a Canal Lining
    4.2 Study of Joints in Concrete-Lined Canals
     4.2.1 Construction Joints
     4.2.2 Longitudinal Joints
     4.2.3 Acceptable Movement Between Transversal Contraction Joints: Predicted Movements
     4.2.4 Transverse Expansion Joints: Their Location and Expected Movements
    4.3 Forces That Must Be Supported by the Joints: Joint Models
     4.3.1 Models for Transverse Contraction Joints
     4.3.2 Longitudinal Joints
     4.3.3 Transverse Expansion Joints
    4.4 Quality of Materials Required for Joints
     4.4.1 Non-Vulcanizable Putty for Joint Impermeabilization
     4.4.2 Vulcanizable Materials for Filling Joints in Canals
     4.4.3 Impermeabilization Strips
     4.4.4 Materials for Filling Dead Spaces in Joints

5. Construction of Concrete Linings
    5.1 Manual Lining Compaction and Surfacing Smoothing System
    5.2 Quick Assembly and Disassembly Formwork Systems
    5.3 Transverse Sliding Formwork Systems
    5.4 Longitudinal Sliding Formwork Systems
    5.5 Concreting Systems for Circular Canals
    5.6 Lining Thickness
    5.7 Concrete Quality

6. Prefabricated Slab and Brick Linings: Rubble-Work Linings
    6.1 Prefabricated Slabs
    6.2 Brick Linings
    6.3 Rubble-Work Linings

7. Asphalt Linings for Canals
    7.1 General Characteristics
    7.2 The Fight Against Vegetation
    7.3 Asphalt Concrete Linings
    7.4 The Shape of the Canal’s Cross Section
    7.5 Asphalt Membrane Linings

8. Plastic Membrane Linings
    8.1 PVC Membrane Linings with Protective Gravel Layers
    8.2 Unprotected Membrane Linings

9. Canal Drainage
    9.1 The Need for Drainage
    9.2 Types of Drainage
    9.3 Drainage for Slope Stability
    9.4 Studies of Longitudinal Drains Under the Bottom
    9.5 Drainage Layer Studies
    9.6 Analysis of Cases Requiring Internal Drainage in Lined Canals

10. The Cross Section in a Lined Canal
     10.1 Criteria for Obtaining the Most Economic Lined Canal
     10.2 Transitions
     10.3 Freeboard
     10.4 Covered Canal Sections

11. Unlined Canals
     11.1 General
     11.2 Tractive Force Theory
     11.3 Improving the Tractive Force Formula
     11.4 Localized Erosion: Choice of Trapezoidal Transverse Section
     11.5 Optimum Section for an Unlined Canal
     11.6 Erosion at Bends
     11.7 Solid Flow
     11.8 Settling Basins
     11.9 Concept of the Regime Theory
     11.10 Ground Quality for the Construction of Unlined Canals
     11.11 Canals in Which the Ground Is Improved
     11.12 Ground Correction: Cement-Treated Soil, Bentonite, Chemical Gel

12. Canals with Peculiar Problems
     12.1 Introduction
     12.2 Canal in Expansive Clay
     12.3 Canals Constructed in Gypsum Ground
     12.4 Canals in Loess
     12.5 Lining Water-Filled Canals

13. Navigation Canals
     13.1 Introduction
     13.2 Route
     13.3 Cross Section
     13.4 Locks
     13.5 Flow Rates, Slopes and Speeds
     13.6 Tow Paths
     13.7 Multi-Purpose Canals

14. Watercourse Crossing Works
     14.1 Elevated Flumes
      14.1.1 Purpose
      14.1.2 Flow Rate Evaluation in Watercourses
      14.1.3 Types of Flume Structures
      14.1.4 Hydraulic Study of Flumes
     14.2 Inverted Syphons
     14.3 Tunnels
      14.3.1 Why They Are Needed? Shapes of Cross Sections
      14.3.2 Pressurized Galleries
      14.3.3 Hydraulic Operation of Free Level Tunnels
      14.3.4 Impermeabilization Problems in Hydraulic Tunnels
      14.3.5 Cut and Cover Tunnels
     14.4 Bridges Over Canals

15. Flow Rate Measurement Works
     15.1 Flow Rate Measurement: Use of Weirs
     15.2 Sharp Crested Weir Measuring Structures
     15.3 Triangular Weirs
     15.4 Thick-Walled Weir Measuring Structures
     15.5 Propeller Measuring Structures
     15.6 Ultrasound Measuring Structures
     15.7 Flow Divisors

16. Spillways
     16.1 Need for Spillways: Types, Locations and Capacities
     16.2 Operation of Fixed-Crest Lateral Spillways
     16.3 Functioning of the Lateral Syphon-Type Spillways
     16.4 Outlets and Sluices

17. Height Loss Works
     17.1 Need for Height Loss Works
     17.2 Functioning of the Chutes
     17.3 Drops

18. Ditches and Tertiary Canals
     18.1 Special Characteristics
     18.2 Tertiary Canals Constructed Onsite
     18.3 Precast Concrete Tertiary Irrigation Canals
     18.4 Tertiary Canal Plan Layout
     18.5 Prefabrication of Inverted Syphons and Turnouts

19. Canal Regulation
     19.1 Introduction
     19.2 The Traditional Way of Regulating Irrigation Canals
     19.3 Modern Times Problems
     19.4 Manually Operated Regulation Gates
     19.5 Automatic Regulation Gates
     19.6 Hydraulically Operated Derivation Gates: Distributors
     19.7 Automatic Hydrodynamically Controlled Regulation Gates
      19.7.1 Upstream Constant Level Gates
      19.7.2 Downstream Constant Level Gates
      19.7.3 Automatic Mixed Constant Level Gates, Upstream and Downstream
     19.8 Other Considerations Regarding Automatic Hydraulically Controlled Gates
     19.9 Duckbill Weirs
     19.10 Automatic Electric Gates in Response to Annexe Variations
     19.11 Data Sensors
     19.12 Programmable Logic Controllers (PLCs)
     19.13 Possible Automation Methods
     19.14 Reservoirs
     19.15 Centralized Control Canal Regulation

20. Mathematical Models in Canals
     20.1 Introduction
     20.2 The Bases for Mathematical Canal Models
     20.3 Calculation Structures for Mathematical Canal Models
     20.4 Boundary Conditions
     20.5 Model Characteristics That Define Their Quality
     20.6 Operational Example of a Mathematical Model
     20.7 Computer Applications for Canal Network Design

21. Canal Rehabilitation and Modernization
     21.1 Introduction
     21.2 Repairing Canals
     21.3 Modernizing Irrigation Canals
     21.4 Modernizing Tertiary Irrigation Canals

22. Maintenance and Conservation of Canals
     22.1 Definition
     22.2 Characteristics of Canals
     22.3 Types of Maintenance
     22.4 Maintenance and Conservation of Civil Works
      22.4.1 Vegetation Control
      22.4.2 Early Detection of Filtration
      22.4.3 Cleaning Up Sediments
     22.5 Conservation of Metal Elements

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Tags: Jose Liria Montanes, Hydraulic Canals Design, Construction Regulation