There are several sources of flooding hazard in the New Plymouth District that are linked to rainfall events.
Stormwater flooding hazard is caused by rainfall runoff in urban areas, which can cause problems as it ponds in low-lying areas, and as if flows over land at depth and at speed following an overland flow path (OLFP). This data has been calculated using digital flood modelling.
Overland flow paths (OLFP) predict the location of the flow path of water over the ground when the stormwater network is overloaded, pipes become blocked or capacity is exceeded, or where there is no pipe network. We have considered and modelled two scenarios:
Flood detention area/spillway is land designed to contain floodwaters behind a dam. See where these detention areas are here: Map - Proposed District Plan - Appeals Version (npdc.govt.nz)
Dam break flooding hazard refers to the flooding caused if a dam failed while full of water. NPDC owns four flood detention dams, which are normally empty and only fill during significant rainfall events.
Flood plain is land that is likely to be covered by water if the stop banks of the lower Waitara or lower Waiwhakaiho rivers are breached, and which is identified on planning maps as a flood plain. See the flood plains here: Map - Proposed District Plan - Appeals Version (npdc.govt.nz)
AEP and ARI
You might see references to an annual exceedance probability (AEP) or an average recurrence interval (ARI). They are different ways to describe the same flood event – but what’s the difference between them?
An AEP shows the probability of a certain-sized flood occurring in a single year.
An ARI is the average time between floods of a certain size (also known as a return period).
For example, a 1% AEP flood has a one per cent, or one-in-100, chance of occurring in any year. While a 100-year ARI flood might happen once every 100 years on average, that same flood still has a one-in-100 chance of occurring in any given year.
A good way to picture an AEP is by rolling a dice. If you roll and get a six, there was a one-in-six chance that would happen. If you pick up the dice and roll it again, the chance of you rolling another six is still one-in-six.
Large, infrequent floods have a low AEP, and smaller, more frequent floods have a higher AEP.
We use digital modelling software to predict flooding hazard, creating what we call flood hazard models. NIWA's High Intensity Rainfall Design System (HIRDS) provides information about the predicted high-intensity rainfall, in the form of tables that input into the models. They provide information based on historical rainfall, predicting rainfall for different AEP events as well as for a range of climate change adjusted scenarios.
Current rainfall flood models are useful to understand current risk, while climate change adjusted rainfall models inform future development and design of infrastructure that is intended to last for many years, and which is likely to be affected by future climate change conditions.
For development and network design, NPDC is currently recommending the High Baseline Emissions Scenario RCP8.5 (2081-2100) climate change adjustment. This means that we have used the high-risk scenario, that assumes greenhouse gas concentrations continue to increase at the current or accelerated rate.
We have set two operational targets for our stormwater system.
Level of service (LOS)
Primary flow path (pipes and open channels) are provided to convey stormwater to an appropriate discharge location using gravity flow In New Plymouth District, LOS is 20 per cent for residential land and 10 per cent AEP for commercial land. (These are also known as one-in-five year ARI and one-in-10 year ARI, respectively).
Level of protection (LOP)
This relates to the severity of a storm where the runoff can’t be conveyed by the flow capacity of the primary network (pipes) and secondary overland flow paths (the route that stormwater takes when the primary network’s capacity is exceeded or blocked).
In New Plymouth District, the existing level of protection standard is one per cent AEP event, or one-in-100 ARI event. In this type of event, the primary network would be overwhelmed and OLFP must be identified and protected to avoid flooding of habitable buildings.
(‘Habitable floors’ refers to the main living or working areas of buildings. It doesn’t include detached garages, sheds, gazebos, etc.)
When we refer to a property at LOP risk, we mean that there is potential for buildings’ habitable floors to be affected by flooding during a storm event up to and including a one per cent AEP event.
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Page last updated: 02:37pm Tue 25 March 2025