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WD.1368 RevC WCD dam break assessment report with appendices

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Waimea Community Dam: Dam Break Analysis

Waimea Water Ltd

Another key network found to be affected by the breach flood is roading in the Brightwater

township. In all breach scenarios the flood will overtop the banks surrounding the SH6 bridge at

Brightwater causing the highway and surrounding residential streets to become impassable. In the

sunny day assessment SH6 was found to flood roughly 70 minutes post breach. The flood depths

were shown to reach up to 1.5 m high on the SH6 and subside after approximately 60-80 minutes. In

the rainy-day case the SH6 road was found to flood in PMF conditions before the breach. At this

stage depths of up to 1.5 m were observed, this increasing up to 2.8 m when the breach flood wave

hits. Due to the extended time period of the precipitation flood events, the length of inundation

time lasted until the end of the simulation. This indicated that information on infiltration and

drainage would be required to properly estimate this residence time. None of the cases showed the

river flow overtopping the SH6 bridge.

The second critical roading asset encountered by the flood wave is the SH60 bridge towards the river

mouth. In the sunny-day scenario the breach flood wave was seen to not overtop the surrounding

stop banks or inundate the coastal highway. For the flood failure scenarios, the flood was observed

to begin inundating the road as the breach flood wave arrived. Flood depths were found to reach up

to 1.5 m along the coastal highway in this simulation. This will result in a loss of access between

Richmond and all townships North-of the Waimea River. In all scenarios the SH60 bridge was not

overtopping, with flood flows primarily around the abutments and floodplains.

6.9.2 Water and Wastewater

The Waimea borefield and Waimea Water Treatment Plant are within the inundation zone at the

northern end of Lower Queen Street.

The Nelson-Tasman Regional Sewerage Treatment Plant on Bell Island is on the edge of the

inundation zone. Access to the plant will be limited and it is possible that the rainy day event at high

tide may result in some flooding of the plant or oxidation ponds.

WD.1368 40

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