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1 Gareth Pender School of Built Environment Heriot Watt University Introduction to Inundation Modelling

Gareth Pender School of Built Environment

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Introduction to Inundation Modelling. Gareth Pender School of Built Environment. Heriot Watt University . Main river channel can’t contain the water. Spills onto the surrounding land. Flood. Fluvial Flooding. Models allow us to make predictions: - PowerPoint PPT Presentation

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Page 1: Gareth Pender School of Built Environment

1

Gareth PenderSchool of Built Environment

Heriot Watt University

Introduction to Inundation Modelling

Page 2: Gareth Pender School of Built Environment

Main river channel can’t contain the water.

Spills onto the surrounding land.

Flood

Fluvial Flooding

Page 3: Gareth Pender School of Built Environment

22 April 2023 3

Models allow us to make predictions:• Derive water levels/flood maps for events more extreme than

have been recorded so far• Derive results for specific return periods (eg 1 in 100)• Predict impacts of climate change• Assess ‘benefits’ of different flood defence interventions• Inform flood warning/response decisions• Predict what would happen if defences fail• And much more…

Models help us understand (and hopefully prepare for) what could happen

Page 4: Gareth Pender School of Built Environment

Models for Flood Risk Management

Some are simple

0

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Sn

ARQ

Manning’s Equation

Page 5: Gareth Pender School of Built Environment

Some involve more complex hydraulics

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One-dimensional computer modelling

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Q

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Page 7: Gareth Pender School of Built Environment

One-dimensional computer modelling

ToneFPS_5

ToneFPS_6

ToneFPS_8

CSM04

CREECH

SEC_PP_380U

HAMWU

CS1

CREECH ToneFPS_9

HAM

KNAPP

Page 8: Gareth Pender School of Built Environment

One-dimensional computer modelling

Q

Q

T

h

Q

x

Page 9: Gareth Pender School of Built Environment

In summary 1D models are:• good for design purposes• relatively easy to run• good with in-channel structures• lots of them already exist

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Inundation extent2D phenomenon

Q

Page 11: Gareth Pender School of Built Environment

jiji

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The most widely used k–ε turbulence closure model,

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UContinuity

Momentum

Page 12: Gareth Pender School of Built Environment

Even more complicated techniques available

u

v

u

vw

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vw

2D depth averaged.

3D hydrostatic pressure

3D non-hydrostatic pressure

Page 13: Gareth Pender School of Built Environment

Plus sub-sets depending on how turbulence is modelled!• Mixing length model• k-ε model• Non-linear k-ε• Reynolds stress model• Algebraic stress model

Page 14: Gareth Pender School of Built Environment

u

v2D depth averaged.

Roger will discuss recent advances in this class of model.

Page 15: Gareth Pender School of Built Environment

So what’s new?Increasing availability of remotely sensed dataOpportunities for :• better model validation• new modelling methods

Page 16: Gareth Pender School of Built Environment

LiDAR (Light Detection And Ranging)• airborne mapping technique• uses a laser to measure the distance

between the aircraft and the ground• results in the production of cost-effective

terrain and vegetation height maps• 1 point per 4m2 density.

Page 17: Gareth Pender School of Built Environment

SAR (Synthetic Aperture Radar)• used for flood extent mapping • systems are mounted on both satellite and

airborne platforms• also being routinely used to provide

another source of topographic data to complement LiDAR.

Page 18: Gareth Pender School of Built Environment

CASI (Compact Airborne Spectrographic Imager)

• hyperspectral optical system measures light intensity.

• used to classify land use.• in a flood modelling used to identify

features on floodplains and provide additional data on vegetation properties

Page 19: Gareth Pender School of Built Environment
Page 20: Gareth Pender School of Built Environment

LIDAR Scanning ProcessLIDAR Scanning Process

IllustrativeLine of Flight

Scan Pattern

Flight PatternFlight Pattern

w-axisu-axis

Page 21: Gareth Pender School of Built Environment

Aircraft Attitude Control Aircraft Attitude Control -- IMUIMU

yaw

pitch

roll

v-axis

u-axis

w-axis

True Line of Flight

Gravitational Gravitational PotentialPotential

NorthNorth

Page 22: Gareth Pender School of Built Environment

Leicester

Combined LiDAR and CASI data

Page 23: Gareth Pender School of Built Environment

SAR image Inundation extent

Model validation

Page 24: Gareth Pender School of Built Environment

LiDARNew modelling methods

Page 25: Gareth Pender School of Built Environment

Rapid Flood Spreading MethodsSimple = very fast

Continuity + Friction Law

Pascal and I will discuss recent advances in this class of model.

Page 26: Gareth Pender School of Built Environment

Combining modelling methods inundation prediction?Recall 1D models are:• good for design purposes• relatively easy to run• good with in-channel structures• lots of them already exist• not so good for predicting inundation which is

essentially two-dimensional

Page 27: Gareth Pender School of Built Environment

• utilise 1D approach for the main river channel

• link to a 2D hydrodynamic solution for the flood plain

• the mesh for the 2D solution will be generated from topographic data collected remotely and include flow paths through urban areas.

Page 28: Gareth Pender School of Built Environment

Fluvial inundation

Q

Page 29: Gareth Pender School of Built Environment

Flood defence failure

Q

Page 30: Gareth Pender School of Built Environment

Flooding from storm water drains

Q

Page 31: Gareth Pender School of Built Environment

All three at onceplus coastal flooding

Q

Page 32: Gareth Pender School of Built Environment

Decision supportRisky!

Page 33: Gareth Pender School of Built Environment

Agency Databases MDSF Customised GIS & Database

Core Data: Background maps Existing flood maps DEM Property data Land use Environmental Rivers Etc Local Data: Local reports Etc

CFMP Outputs (electronic CFMPs)

General Features: Import Case/scenario management Metadata

Inception Phase: Collect and store View data

Flood Mapping: Import water levels Generate (or import) flood depth grids

Economic Analysis: Flood damages

Social Impacts: People affected Social flood vulnerability

Policy Evaluation: Compare baseline with scenarios Uncertainty Estimation: Acknowledge and estimate uncertainty

Case Definition: Climate Land use Flood Management

Further analysis, iteration, consultation and review leading to:

Catchment Flood

Management Plan

MDSF System Overview

External Tools: Hydrology Hydraulics

Page 34: Gareth Pender School of Built Environment

Before the Flood

Kislingbury

Page 35: Gareth Pender School of Built Environment

35

The End