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  Sediment Management
 

R Number:  R5840
Contractor;  HR Wallingford
Dates:         1 April 1992 to 31 March 1997
The deposition of sediments in irrigation canal systems causes reduction in water deliveries and an increased manintenance burden. Techniques for reducing sediment deposition, were improved by developing design and assessment methods.



Executive Summary
Objectives
  • Purpose

    Improved techniques for reducing the deposition of sediments in irrigation canal systems to improve the availability of water and reduce canal maintenance requirements developed and disseminated.

  • Outputs

    1. Sediment routing model for targeting maintenance desilting and improving design and rehabilitation studies developed and disseminated.

    2. Practical procedure for predicting the transport and deposition of fine (cohesive) sediments in irrigation canals developed and disseminated.

    3. Quantitative design and performance prediction methods for canal sediment extractors developed and disseminated.

    4. Simulation models for the design of canal sediment settling basins developed and disseminated.

    5. Design and performance prediction procedure for the Vortex Vane water intake sediment excluder developed and disseminated.

    6. 3D numerical modelling procedure for predicting the sediment excluding performance of water intakes developed, verified and disseminated.

    7. Procedure for assessing the economic benefits of sediment control developed, tested and disseminated.

  • Methodology

    There are diverse techniques available to engineers to solve sedimentation problems in irrigation canals. Each technique is suited to a particular set of circumstances, no one technique can cover all circumstances. Therefore, design methods for each technique have been developed. Methods to enable engineers to predict performance have been included in the design methods.

    Much of the work had been on-going under DFID funding prior to this project. The project completed the technical development of the techniques and their packaging as design procedures and/or software.

    Two irrigation canal systems were studied to collect field data for verification of a sediment routing model: the Kabul Canal in NWF Province, Pakistan and the Bojili system on the Yellow River, China. Sediment movement through both systems was monitored and the results compared well with predictions from the numerical model.

    Where possible the outputs from the project have been made easy to use by engineers. The design methods for canal sediment extractors and sluiced settling basins are available as software packages for PC computers: 'DACSE' and 'DOSSBAS' respectively. The vortex vane sediment excluder is a simpler device that can be designed relatively easily using a Design Procedure presented in report OD 126. Techniques for designing canals to accommodate relatively high sediment loads, together with methods to assess sediment transport in irrigation canals, are provided in another PC software package 'DORC'. All the techniques, including the economic assessment (Output 7), were subsequently brought together in a single software package developed under project R6257.

    Results

    The project has produced quantitative and field tested design methods for a wide range of sediment control structures. It was the first time that such design methods had been made available to engineers. The methods produced by the project cover: canal sediment extractors, sluiced settling basins and the vortex vane sediment excluder (Outputs 3, 4 and 5 respectively). A method for evaluating the economic benefits of providing sediment control structures has also been produced and tested using engineering and economic data (Output 7).

    The design of an intake can have a dominant effect on the quantities and sizes of sediments entering a canal system. A 3D numerical model for predicting sediment exclusion at intakes was developed and verified with field data (Output 6).

    A sediment routing model was developed which can be used to predict the effect of sediment control on the irrigation canal system as whole and in particular water deliveries. For example the effect can be predicted of sediment control halting or reversing a long-term decline in service area. The model can also be used to assess the impact of partial sediment control measures, which are less costly to construct but leave a requirement for some long-term maintenance.

    Conclusions

    The outputs from the project have been achieved. The software, design methods and numerical models produced under the project will assist engineers to:

  • Design intakes which will minimise the entry of sediments to irrigation systems
  • Design structures which can trap or extract sediments in the head reaches of irrigation canals
  • Design canal systems which can accommodate sediments
  • Enable desilting maintenance activities to be targeted to achieve maximum effectiveness in maintaining conveyance capacities
  • Assess all potential options for sediment control within an economic framework.
  • Further Information
    List of Publications

    'Deposition of fine sediments in irrigation canals', P Lawrence, A S Ahmed and J C A Russell, Paper R105, 15th Congress of the International Commission on Irrigation and Drainage, The Hague, 1993.

    'DORC User Manual', HR Report

    'Design manual for canal sediment extractors', HR Report

    'DACSE User Guide', HR Report

    'The design of sluiced settling basins: a numerical modelling approach', E Atkinson, Report OD 124, HR Report

    'DOSSBAS version 1.0, settling basin design software, user manual', Report OD ITM 52, HR Report

    'Vortex vane sediment excluder: field verification of design procedure', E Atkinson, Report OD 126, HR Report

    'Measurements at the Kapunga curved channel sediment excluder: final report', E Atkinson, Report OD TN 67, HR Report

    'A numerical model for predicting sediment exclusion at intakes', E Atkinson, Report OD 130, HR Report

    'Comparison of physical and computer modelling of the Kapunga intake with performance of the prototype', E Atkinson, J D Lawson and P Tosswell, Paper R106, 15th Congress of the International Commission on Irrigation and Drainage, The Hague, 1993.

    'A method for evaluating the economic benefit of sediment control in irrigation systems', F Chancellor, P Lawrence and E Atkinson, Report OD TN 81, HR Report

    'Software for improved management of sediment in irrigation canals', P Lawrence and J C A Russell, p189, Asian Regional Symposium on Maintenance and Operation of Irrigation/Drainage Schemes for Improved Performance, Beijing, 1994

    Follow-up Activities
    The project has links to the project R6257 'Structured Procedure for Sediment Control'. The numerical model for sediment routing developed and tested under this project was suited for use only by engineers very well experienced in sediment modelling. Input menus, colour graphical output and other features to enable the model to be usable by irrigation engineers were developed under the new project. All the methods developed under this project were been included, with the numerical model, in a new software package. This new package, together with a manual that gives engineering and economic guidance on the selection of appropriate sediment management techniques, forms a comprehensive tool.
    Contact Details for Further Information
    DFID KAR WATER Dissemination Officer
    HR Wallingford
    Howbery Park
    Wallingford
    Oxon. OX10 8BA

    Tel: +44 1491 835381
    Fax: +44 1491 826352
    Email: dfid-kar-water@hrwallingford.co.uk

     

    Project Manager
    E. Atkinson
    Email: exa@hrwallingford.co.uk