Hydraulic Modelling As a Decision Making Tool to Test a Water Supply Network Recovery Strategy after a Natural Disaster

Rahul R. Biswas*
Senior Planning Engineer, Christchurch City Council, Christchurch, New Zealand.
Periodicity:November - January'2019
DOI : https://doi.org/10.26634/jfet.14.2.14768

Abstract

Hydraulic modelling is considered as an important tool in the planning and operational decision for a water supply network. Technological advances made a number of evolutions in this field and real time operational modelling is a recent addition. Hydraulic modelling tools have been used extensively for earthquake recovery and what/if investigations in the post-earthquake Christchurch. A number of rebuild strategies have been modelled as part of postearthquake recovery work. Rezoning (smaller pressure zones reduced pressure) of water supply network is proposed to make the network less vulnerable to earthquakes. Rezoned water network was tested using sophisticated hydraulic modelling tools (with real time automatic control systems) and results are reported in this paper. A pilot field study was conducted on future rezoned network to validate the findings of hydraulic modelling study and the findings are also summarised in this article. The field study pointed out a number of low pressure related issues that the hydraulic modelling tools were unable to predict properly. As the model was calibrated using flow and pressure data collected from trunk main infrastructure, it was unable to predict pressure correctly at individual boundaries. A real time hydraulic modelling tool can be a better option for earthquake damage assessments in real time and also to test earthquake vulnerability of the proposed water network. Real time modelling will potentially help to reduce surprises or unusual findings during real time data collections and field-studies.

Keywords

Hydraulic modelling, Natural disaster, Decision making, Earthquake recovery, Water supply

How to Cite this Article?

Biswas, R. R. (2019). Hydraulic Modelling As a Decision Making Tool to Test a Water Supply Network Recovery Strategy after a Natural Disaster. i-manager’s Journal on Future Engineering and Technology , 14 (2), 1-11. https://doi.org/10.26634/jfet.14.2.14768

References

[4]. Biswas, R. R. (2017d). Modelling seismic effects on a water supply network and quantifying post-earthquake recovery (Unpublished Thesis).
[5]. Biswas, R. R., & Biswas T. R. (2018). Hydraulic and Hydrologic Model Calibration and Validation for an Earthquake-prone Three-Waters Network. ADBU Journal of Engineering Technology (in review), 7(2).
[12]. Cool, G., Rodriguez, M. J., Bouchard, C., Levallois P., & Joerin, F. (2010). Evaluation of the vulnerability to contamination of drinking water systems for rural regions in Quebec, Canada. J. Environ. Plan Manag., 53., 615-638.
[13]. Giustolisi, O., Savic, D., & Kapelan, Z. (2008). Pressure-driven demand and leakage simulation for water distribution networks. Journal of Hydraulic Engineering, 134(5), 626-635.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Pdf 35 35 200 20
Online 35 35 200 15
Pdf & Online 35 35 400 25

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.