Terms of reference
The terms of reference involved assessing the suitability of an existing Micro Drainage computer model of the drainage system and examining the
maintenance regime at the site. Our expert was also asked to construct a separate independent model of the drainage system and to comment on the flooding
problem in the light of this.
Micro Drainage modelling
The modelling work carried out was based on data produced by a manhole survey organised as part of the study. Our expert then used Micro Drainage software
to firstly construct a model of the drainage system and then to simulate the operation of the real drainage system for various return period storms.
The model was constructed in accordance with the Urban Drainage Group's (formerly WAPUG's) Code of Practice for the hydraulic modelling of sewer systems.
Our expert ultimately produced six versions of the original model representing the drainage system at various times. The model was later also used to
design notional improvements to the drainage system to alleviate the flooding problem for various levels of protection.
Analysis of results of CCTV sewer survey
The videos and coding sheets produced by a CCTV survey of a proportion of the study drainage system were examined by our expert and this provided
further data to refine the models of the drainage systems.
Four causes of flooding
Our expert's modelling work in fact identified four separate causes of the flooding. These included flooding directly from the highway drain
both adjacent to the property itself and also from further upstream. In the latter case the slope of the road caused the flood water to arrive at the
road outside the property as overland flow.
Further causes of the flooding included siltation of the highway drain and a short length of 100mm diameter
pipework within an otherwise 150mm diameter drain. The latter exacerbated the existing flooding problem and was felt to be the result of a poor quality repair.
Finally overland flow from an adjacent street, caused by an hydraulically deficient public surface water sewer, also contributed to the flooding problem.
Leaf debris causing road gullies to blind was also identified as a contributory cause of the frequent flooding and this was particularly important due to
the quantities of overland flow contributing to the problem.
A comprehensive expert witness report was produced which among other things summarised the findings of the audit of the highway authority's model of the drainage system.
This identified a significant discrepancy between the performance of the model and the way that the results of the modelling had previously been presented.
Our expert witness was cross-examined at length in court by a barrister specialising in construction matters.
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