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Planning to avoid flood damage - pdf article

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Water & Atmosphere 15(3) 2007<br />

Weathering the S<strong>to</strong>rm<br />

<strong>Planning</strong> <strong>to</strong> <strong>avoid</strong> <strong>flood</strong> <strong>damage</strong><br />

Alistair McKerchar and Graeme Smart explain how<br />

new models are refining the process of predicting<br />

damaging <strong>flood</strong>s.<br />

To <strong>avoid</strong> <strong>flood</strong> <strong>damage</strong> we need <strong>to</strong> keep people and<br />

property out of the path of <strong>flood</strong>s. There are well known<br />

strategies <strong>to</strong> do this:<br />

•<br />

•<br />

•<br />

•<br />

12<br />

control <strong>flood</strong> flows using <strong>flood</strong> detention dams<br />

protect vulnerable areas with engineering works<br />

such as s<strong>to</strong>pbanks or <strong>flood</strong>ways<br />

exclude property development from vulnerable<br />

areas and<br />

give warnings of pending <strong>flood</strong>s (see ‘Flood forecasts<br />

for New Zealand communities’, pp. 14–15).<br />

These strategies all require that we know the size of the<br />

<strong>flood</strong> that is <strong>to</strong> be controlled, protected against, <strong>avoid</strong>ed, or<br />

forecast. This means we must estimate <strong>flood</strong> peak flow rates<br />

and how often these <strong>flood</strong>s can be expected.<br />

Predicting flow<br />

Hydrologists define the likelihood of <strong>flood</strong> peak flows by their<br />

annual exceedence probability (AEP). A so-called 100-year<br />

<strong>flood</strong> does not mean that there is exactly one <strong>flood</strong> of this size<br />

every 100 years. It means that there is a 1 in 100 chance in any<br />

given year that a <strong>flood</strong> of this size or bigger will happen; it is<br />

therefore more correctly called a 1% AEP <strong>flood</strong>. In any given<br />

year, there is about a 65% chance that there will be at least<br />

one 1% AEP <strong>flood</strong> in populated catchments of New Zealand.<br />

Where sufficiently long records of <strong>flood</strong> flows are available<br />

for a river or stream, hydrologists can estimate the AEP of<br />

different <strong>flood</strong> sizes by determining how often <strong>flood</strong>s of a given<br />

size occur. When records of previous <strong>flood</strong>s are not available,<br />

we use two alternative methods <strong>to</strong> estimate <strong>flood</strong> sizes. The<br />

regional method looks at <strong>flood</strong> magnitudes for other similar<br />

streams with longer records, and design estimates are scaled<br />

<strong>to</strong> match the site in question. The second method, the rainfallrunoff<br />

model, uses information about rainfall frequency over<br />

a drainage basin (or catchment) <strong>to</strong> estimate a corresponding<br />

peak <strong>flood</strong> flow. The model translates the rainfall information<br />

in<strong>to</strong> <strong>flood</strong> information.<br />

Staying high and dry<br />

• Floods are our most frequent and damaging hazard.<br />

• Past records tell us how often <strong>to</strong> expect damaging<br />

<strong>flood</strong> flows.<br />

• Inundation modelling shows areas that are at risk and<br />

need long-term protection from <strong>flood</strong>s.<br />

In our experience, regional methods that interpolate<br />

<strong>flood</strong> frequency information are generally more reliable than<br />

rainfall-runoff models. With funding from the Foundation for<br />

Research, Science & Technology, NIWA scientists are revising<br />

and updating <strong>flood</strong> estimates for all New Zealand regions.<br />

Calculating the frequency, size, and duration of <strong>flood</strong> flows<br />

in rivers is not sufficient <strong>to</strong> know whether particular areas will<br />

be <strong>flood</strong>ed or not. We still need <strong>to</strong> determine how far waters<br />

may spread when <strong>flood</strong>s spill out of their normal river course;<br />

this is known as inundation.<br />

Predicting inundation<br />

Traditionally, the extent of <strong>flood</strong> inundation has been<br />

estimated by recalling data on his<strong>to</strong>ric <strong>flood</strong> levels, or else<br />

calculated by surveying <strong>flood</strong>plain sections and assuming that<br />

these have horizontal water surfaces. These methods may<br />

lead <strong>to</strong> considerable errors in predicted areas and depths of<br />

inundation. While the prediction of peak flow and timing of<br />

river <strong>flood</strong>s is a relatively mature science, precise calculation<br />

of inundated areas and local <strong>flood</strong> depths is a relatively new<br />

undertaking.<br />

Reliable inundation calculations require massive amounts<br />

of very detailed <strong>to</strong>pographic data and large computing<br />

resources. Airborne surveys using LiDAR (laser radar) can now<br />

provide maps of the ground surface that have a ground level<br />

measurement for every square metre of terrain over areas of<br />

tens of square kilometre. Because such datasets contain<br />

enormous volumes of data (typically, a model uses 5 000 000<br />

ground elevations) and the data are collected with little manual<br />

intervention, identification of any errors in the data is difficult.<br />

In addition, parts of the <strong>to</strong>pography, including the river<br />

bed, can change during the passage of a <strong>flood</strong>, due<br />

<strong>to</strong> scour and deposition, and the resistance <strong>to</strong> flow<br />

caused by vegetation along the river bank or sediment<br />

movement increases or decreases as <strong>flood</strong>waters rise<br />

and fall.<br />

Pho<strong>to</strong>: Otago Regional Council<br />

The 1995 <strong>flood</strong> in Alexandra<br />

highlights the costs of <strong>flood</strong>ing.<br />

12<br />

NIWA


Water & Atmosphere 15(3) 2007<br />

High-resolution modelling<br />

can find the weakness in a<br />

<strong>to</strong>wn’s <strong>flood</strong> defences.<br />

Even with these complications, we have completed several<br />

high-resolution inundation models. Before they can be used<br />

<strong>to</strong> predict future inundation depths, the models must be tested<br />

<strong>to</strong> see whether they can accurately reproduce water levels<br />

measured in his<strong>to</strong>rical <strong>flood</strong>s.<br />

Model results<br />

We can see the accuracy of our models when we compare<br />

predicted inundation with actual <strong>flood</strong>ing. The river images<br />

below show the Mosley Road meander of the Matau Branch<br />

of the Clutha River in Otago. The first image shows computerpredicted<br />

water levels for a river flow of 5100 cumecs (m 3 per<br />

second; the average flow in this part of the river is 600 cumecs).<br />

The second image is an aerial pho<strong>to</strong> of the Clutha River taken in<br />

November 1999 during a <strong>flood</strong> when the flow was 5100 cumecs.<br />

The average difference between computer-predicted and fieldmeasured<br />

water levels was less than 20 cm.<br />

An example of application of a high-resolution inundation<br />

model <strong>to</strong> a New Zealand <strong>to</strong>wn is shown above. Water levels<br />

were calculated every 4 m throughout the <strong>to</strong>wn. Grey<br />

areas show the surface of the ground, houses, and trees as<br />

detected by LiDAR. Rainbow-coloured areas represent the<br />

inundation from a 1% AEP <strong>flood</strong>. The red areas are deepest<br />

and occur in the river channel. Green and blue zones are<br />

progressively shallower. The model indicates that this <strong>to</strong>wn’s<br />

<strong>flood</strong> protection banks would be over<strong>to</strong>pped in the event of<br />

a 1% AEP <strong>flood</strong>.<br />

Putting the models <strong>to</strong> use<br />

In New Zealand, the current Building Act (2004) specifies<br />

that surface water from 2% AEP events (50-year <strong>flood</strong>s) shall<br />

not enter housing. However, there is about a 90% chance<br />

that there will be at least one 2% AEP <strong>flood</strong> in populated<br />

catchments of New Zealand in any given year. Given these<br />

statistics, it’s not surprising that we often hear news of <strong>flood</strong><br />

disasters in our country. Though we can’t s<strong>to</strong>p the rain, new<br />

technologies and our improved models can help refine <strong>flood</strong><br />

predictions. With more accurate information, councils and<br />

other land managers can be prepared for the inevitable. W&A<br />

Pho<strong>to</strong>: Otago Regional Council<br />

Close match between modelled (<strong>to</strong>p image) and actual <strong>flood</strong>ing<br />

in a bend of the Clutha River.<br />

Dr Alistair McKerchar and Dr Graeme Smart<br />

study hydrology and hydraulics; they are based<br />

at NIWA in Christchurch.<br />

www.niwa.co.nz 13

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