1 isis in river modelling a practical perspective luke lovell senior hydrologist

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1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

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Page 1: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

1

ISIS in River Modelling A Practical Perspective

Luke Lovell

Senior Hydrologist

Page 2: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Overview

- ISIS today

- ISIS in the market

- Why model?

- ISIS 1D – Modelling channels and structures

- ISIS 1D – Modelling the floodplain

- ISIS 1D – Hydrological Boundaries

- Case Study – Lower Thames FRM Strategy

- 2D Modelling

- ISIS2D

- Case Studies – Molesey to Teddington Thames Estuary 2100

Page 3: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS – A quick introduction

• History

• ISIS Suite of Modelling Software comprises

• ISIS (free and professional versions)

• ISIS Sediment

• ISIS WQ (Water Quality)

• Network manager

• ISIS TUFLOW

• TUFLOW

Coming Soon…

ISIS Fast

Page 4: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS in the Market Place

• One of the leading software packages for river modelling

• Application worldwide, by consultants and public bodies (e.g. Laos, China etc)

• Main competitors:

• Infoworks RS

• Mike 11

• HECRAS

Page 5: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Why do we model rivers?• Typically to support and inform decisions, for example

• Policy & strategic planning – where and when do I invest/retreat?

• What would be the most effective FRM intervention?

• When do I need to raise a Flood Warning?

• Should I insure Joe Blogs at 49 Acacia Avenue?

• Is it safe to allow development here?

• What will be the effect of climate change?

• These are important decisions to make; flooding is a serious economic, social and environmental problem for people and their governments

Page 6: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Some numbers - UK

• 2.2M homes and 185,000 businesses lie in flood risk areas

• £220 Billion (excluding agricultural land) of assets at risk

• £110 Billion of property assets are located In the Thames floodplain

• £2.1 billion of damage due to flooding and coastal erosion in 2004

• £564M was spent on “Flood Management” in England and Wales in 2003/04

• 80,000 properties are to benefit from new flood management between April 2003 - March 2006

Page 7: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Boscastle 2004

Page 8: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Boscastle 2004

Page 9: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Boscastle 2004

Page 10: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Carlisle 2005

Page 11: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Ulley Dam - 2007

Page 12: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Brazil 2008

Page 13: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Typical Applications of ISIS in the UK

• Flood Risk Mapping – EA Flood Map

• Flood Forecasting

• Scheme Appraisal

• Strategies – e.g. LTS & TE2100

• CFMPs

• Flood Incident Management & Emergency Planning (THEMIS)

• Surface Water Mapping

• Dam Break (2D only)

• Sediment & water quality studies

Page 14: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS 1D – Modelling Channels and StructureThe ISIS GUI

Page 15: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

A typical ISIS river Section• Input data

• Survey

• Information on roughness (e.g. photos)

Page 16: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Weirs & Spills

Page 17: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Bridges

Page 18: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS 1D – Modelling the Floodplain

• Extended cross sections

• Quasi-2D reservoir units and spills

• Now less popular due to advent of linked 1D-2D models

Page 19: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS 1D – Hydrological Boundaries

• Choose from:

• QT, QH

• HT

• Normal/Critical Depth

• Tidal

• FSSR

• FEH

• ReFH

• US SCS

• FRQSIM (not released)

• Direct Rainfall

• Abstraction/evaporation

Page 20: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

1D Results

Dependant on:

• Choice of software

• Capability of the software

• Skill of modeller

• Model schematisation

• Data quality and extent

• Budget (value)

Page 21: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Case Study – Lower Thames FRM Strategy

• Old Windsor, Wrasbury, Staines, Chertsey, Sunbury, Molesey, Kingston

• 14,500 properties and 36,000 people at risk (0.5% AEP event)

• Preferred strategy = £300m scheme – largest since TB built

ISIS used for:

• Outline design of 3 diversion channels

• Downstream impacts & compenstation

• Mapping (economics)

Page 22: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

2D Modelling

• Solves mass and momentum

• Can be quick to set up

• Do not have to define flow paths

• Obtain depths and velocities

• Now more achievable due to

• Data sets/coverage

• Computing power (speed)

• Distributed processing

• Need to consider effect of

• Buildings

• Grid size

• Time step

Page 23: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

1D vs 2D some key differences

1D 2D

Assumes velocity normal to cross section Velocity in any direction

Good definition of channel conveyance Resolution effects may be a problem

Hydraulic structures well represented Assumes SVEs everywhere (ish)

Need to define flowpaths a priori Model does the hard work

Fast Slow

Extent/depth mapping not straightforward Visualisation easier

Velocity averaged across sections Velocity better represented – hazard to people

Likes ground surveyed sections Likes LiDAR/InSAR

Page 24: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

ISIS -2D

• Uses ADI (Alternating Direction Implicit) scheme – equations are solved in each direction once per time step

• Links to ISIS 1D

• Represents floodplain as grid of square cells, predicting [h, u, v] at each

• What you need to set up a model:

• Hydrological Data

• Topography

• Roughness

• Floodplain and channel locations

• XML control file

• And a 1D channel only ISIS model

qt

hb

x

Qs

• Continuity Equation

• Momentum Equation

02

2

K

QQggAS

x

hgA

A

Q

xt

Qo

Page 25: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Importance of Grid Resolution

Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B

Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B

Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B Breach B

20m 10m 5m

Page 26: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

2D Results

Page 27: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Case Study: Teddington to Hammersmith

Page 28: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Case Study – TE2100

Page 29: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

Case Study TE2100

Page 30: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

The best model?

Think first, model later!

Page 31: 1 ISIS in River Modelling A Practical Perspective Luke Lovell Senior Hydrologist

think Halcrowthink innovationthink technology

www.halcrow.com/isis

Further info…