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  Reservoir Sedimentation
 

R Number:  R5839
Contractor:  HR Wallingford
Dates:         1 April 1992 to 31 March 1996
Development of tools to enable engineers: (i) to measure sediment deposition and storage loss in reservoirs more accurately, (ii) to predict future deposition, and (iii) to manage future deposition through appropriate reservoir operation, including flushing.



Executive Summary
Objectives

  • Purpose
    Methods to assist engineers to measure, predict and manage the deposition of sediments in reservoirs developed and applied.
  • Outputs
    1. Software package for analysis of reservoir surveys, predictions for planning and numerical modelling to predict future changes in storage volume and impact of flushing.
    2. Options for controlling reservoir sedimentation by flushing developed.
  • Methodology

    The software package RESSASS (REServoir Survey Analysis and Sedimentation Simulation) was developed and is Output 1 of the project. Tutorials were developed and a manual was prepared.

    For Output 2, a method for assessing the feasibility of flushing was developed and published. The method allows engineers to assess, with the minimum of data, whether flushing is likely to prove successful in restoring or maintaining reservoir storage capacity. For more detailed investigations of the impact of flushing, a numerical model 'RESFLUSH' was developed. RESFLUSH predicts sediment movements in reservoirs during flushing operations. The flushing model is separate from, but fully compatible with, the RESSASS software. Finally, a user manual was prepared for RESFLUSH.

    Results
    The package RESSASS has been developed. The software undertakes a volume analysis from sedimentation surveys (as performed by the earlier DFID supported HR software SWIMM) and enables a complex numerical model to be set up quickly so that predictions of future sedimentation can be made for various scenarios of operation or environmental conditions. The numerical model used, RESSED, was developed earlier by HR Wallingford and was improved under this project. It was confirmed that the model could accurately simulate patterns of sediment deposition. For example, agreement between predicted and observed reservoir bed elevations in the Bhakra reservoir was found to be good.

    Flushing sediment deposits from reservoirs is one of the very limited options available for recovering storage losses in reservoirs. Flushing works by the opening of low level gates in a dam which draws down reservoir water levels and so enables a channel of fast flowing water to develop. This scours away the sediment deposits. An advantage in the method is that it does not require dredging plant nor mechanical energy inputs. Flushing has proved successful at some sites but has failed to produce significant benefits at others. A method has been developed which enables the feasibility of flushing to be assessed before the expense of constructing low level gates, or emptying an impoundment, is incurred. Data from fourteen reservoirs where flushing has been attempted have been collated and the method correctly identified those reservoirs where flushing proved successful, see the figure attached. A numerical model has been developed which models the flushing process in detail. The model can also be used to predict the long term effects of flushing in a reservoir so that, for example, the relative impacts of flushing annually and flushing every second year can be compared.

    Conclusions
    Use of the RESSASS software will assist engineers to:

    measure sediment deposition and storage loss in reservoirs more accurately and quickly - by using the volume analysis and section editing facilities,

    predict future deposition - either by using the quick and relatively simple volume prediction facility or by using the more accurate technique based on calibrating and applying the numerical model,

    manage future deposition through appropriate reservoir operation - by assessing the options available with the numerical model.

    At those reservoirs where flushing is feasible, it can be an economically attractive means of managing past and future deposition. Application of the method for assessing the feasibility of flushing, and subsequent application of the numerical model for flushing, will help to identify the reservoirs where flushing is suitable. /td>

    Further Information
    List of Publications

    The feasibility of flushing sediments from reservoirs', E Atkinson, Report OD 137, HR Report

    'Measuring, predicting and managing reservoir sedimentation: RESSASS user manual', Report OD ITM 56, HR Report

    'Flushing sediment from reservoirs: RESFLUSH user manual', E Atkinson, Report OD ITM 54, HR Report

    'Looking a little flushed', article by Ed Atkinson in International Water Power and Dam Construction, February 1998.

    'Reservoir operation to control sedimentation: techniques for assessment', E Atkinson, British Dam Society, Bangor Conference, 1998.

    Follow-up Activities

    A paper publicising the work was produced and submitted to 'Water Power and Dam Construction', and an article on the software RESSASS will appeared in 'Water'.

    The RESSASS software was distributed free of charge to government agencies in the following countries:

    Philippines     Thailand
    Indonesia Vietnam
    India Pakistan
    Kenya Tanzania
    Zimbabwe South Africa

    The action above was funded by HR Wallingford. Training in RESSASS has also been given to agencies in South Africa, Vietnam and China.

    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