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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

6.7 Extent of flooding on Waimea Estuary

The model boundary was set off the mouth of the Waimea River so that tidal effects could be

considered in the modelling. The modelled flow depths at the boundary are a good match to the tide

levels at the main flow paths, indicating that water ‘exits’ the model in balance. Flows that exit the

model still in reality need to exit the estuary itself though through one of the channels. The increase

in flow depths in these channels is likely to be small, but for completeness the possible influence

area has been hatched on the flood maps. The hatch boundary is set to the LINZ estuary coastline to

indicate that the expected impact is contained to the estuary.

6.8 Arrival Times

Model arrival times are an important result from the analysis as they are vital for emergency

planning. Arrival time information gives an insight to the required warning and evacuation time in a

dam break emergency. An understanding for the arrival times can be gained from the hydrographs

shown in Figures 6-6 to 6-8. A summary of the arrival time model data is shown in Table 6-5. Times

are rounded down to the nearest 5 minutes. Rainy-day scenario times represent the time for the

dam breach flood wave to arrive, not the initial flood flow wave.

Table 6-5: Arrival times for breach flood wave at downstream locations.

River

Chainage

(m)

Location

Sunny-Day Scenario

(Piping Failure)

Time for

first flood

wave to

arrive

Time for

peak water

depth to

occur

Rainy-Day Scenario

(Overtopping Failure)

Time for

first flood

wave to

arrive

Time for

peak

water

depth to

occur

0 Dam Site T=0 min - T=0 min

2910 Lucy Creek

Confluence

+15 min +30 min + 10 min +25 min

8220 Fairdale +30 min +40 min +20 min +35 min

12720 Wairoa River

Confluence

16470 SH6 Bridge

Brightwater

20330 Wai-iti River

confluence

24220 SH60 Coastal

Highway

bridge

+45 min +60 min +35 min +55 min

+60 min +85 min +45 min +70 min

+75 min +120 min +65 min +90 min

+100 min +150 min +80 min +105 min

WD.1368 36

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