FUTURES 2016 Practices and Solutions
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Urban Flood Simulation by Coupling a Hydrodynamic Model with a Hydrological Model
Urban Flood Simulation by Coupling a Hydrodynamic Model with a Hydrological Model Hongbin Zhang A thesis submitted for the degree of Doctor of Philosophy School of Civil Engineering and Geosciences Faculty of Science, Agriculture and Engineering Newcastle University Newcastle upon Tyne UK July 2014 i Declaration I hereby certify that this work is my own, except where otherwise acknowledged, and that it has not been submitted previously for a degree or other qualification at this, or any other university. Signature: Hongbin Zhang 03/07/2014 ii Abstract This work introduces a new integrated flood modelling tool in urban areas by coupling a hydrodynamic model with a hydrological model in order to overcome the drawbacks of each individual modelling approach, i.e. high computational costs usually associated with hydrodynamic models and less detailed physical representations of the underlying flow processes corresponding to hydrological models. Crucial to the simulation process is to first divide the catchment hydraulic and hydrological zones where the corresponding model is then applied. In the hydrological zones that have more homogeneous land cover and relatively simple topography, a conceptual lumped model is applied to obtain the surface runoff, which is then routed by a group of pre-acquired ‘unit hydrographs’ to the zone border, for high-resolution flood routing in the hydraulic zones with complex topographic features, including roads, buildings, etc. In hydraulic zones, a full 2D hydrodynamic model is applied to provide more detailed flooding information e.g. water depth, flow velocity and arrival time. The new integrated flood modelling tool is validated in Morpeth, the North East of England by reproducing the September 2008 flood event during which the town was severely inundated following an intense rainfall event. -
A Coupled Hydrological and Hydrodynamic Model for Flood Simulation
A Coupled Hydrological and Hydrodynamic Model for Flood Simulation a b,c d * Zhanyan Liu , Hongbin Zhang , Qiuhua Liang 0F a Handan Hydrology and Water Resources Survey Bureau of Hebei Province, China b Institute of Water Resources and Hydropower Research (IWHR), Beijing, China c Research Center on Flood and Drought Disaster Reduction, Ministry of Water Resources, Beijing, China d School of Architecture, Building and Civil Engineering, Loughborough University, Loughborough, UK Abstract This paper presents a new flood modelling tool developed by coupling a full 2D hydrodynamic model with hydrological models. The coupled model overcomes the main limitations of the individual modelling approaches, i.e. high computational costs associated with the hydrodynamic models and less detailed representation of the underlying physical processes related to the hydrological models. When conducting a simulation using the coupled model, the computational domain (e.g. a catchment) is first divided into hydraulic and hydrological zones. In the hydrological zones that have high ground elevations and relatively homogeneous land cover or topographic features, a conceptual lumped model is applied to obtain runoff/net rainfall, which is then routed by a group of pre-acquired ‘unit hydrographs’ to the zone borders. These translated hydrographs will be then used to drive the full 2D hydrodynamic model to predict flood dynamics at high resolution in the hydraulic zones that are featured with complex topographic settings, including roads, buildings, etc. The new coupled flood model is applied to reproduce a major flood event occurred in Morpeth, Northeast England in September 2008. Whilst producing similar results, the new coupled model is shown to be computationally much more efficient than the full hydrodynamic model. -
Archer DR, Parkin G, Fowler HJ. Assessing Long Term Flash Flooding Frequency Using Historical Information
Archer DR, Parkin G, Fowler HJ. Assessing long term flash flooding frequency using historical information. Hydrology Research 2016, 47(2) DOI: http://dx.doi.org/10.2166/nh.2016.031 Copyright: This is the authors’ accepted manuscript of an article that was published in its final definitive form by IWA Publishing, 2016. DOI link to article: http://dx.doi.org/10.2166/nh.2016.031 Date deposited: 19/08/2016 Embargo release date: 09 September 2016 This work is licensed under a Creative Commons Attribution-NonCommercial 3.0 Unported License Newcastle University ePrints - eprint.ncl.ac.uk Assessing long term flash flooding frequency using historical information David R. Archer1,2,* Geoff Parkin2 & Hayley J. Fowler2 1JBA Trust, South Barn, Broughton Hall, Skipton, N Yorks, BD23 3AE. 2Water Resources Systems Research Laboratory, School of Civil Engineering and Geosciences, Newcastle University, UK NE1 7RU *Corresponding author. Address for correspondence (home address): David Archer, 2 Welburn Close, Ovingham, Northumberland, NE42 6BD. Email: [email protected] Short title: Assessing flash flooding frequency using historical information Corresponding author. Address for correspondence (home address): David Archer, 2 Welburn Close, Ovingham, Northumberland, NE42 6BD. Email: [email protected] ABSTRACT Flash floods are distinguished from “normal flooding” by an abrupt onset arising from intense short period rainfall. Historical information based on pre-gauged descriptive information is used to prepare time series of flash floods for Northeast England and Southwest England as decadal numbers of events from 1800. The time series show a minimum in the late twentieth century for both locations. Flash flood frequency is then assessed for three locations in Northeast England by comparing recent extreme floods with historical accounts: 1) an urban pluvial flood in Newcastle in June 2012, 2) a severe flood in September 1968 on the Cotting Burn, a small ungauged tributary of the River Wansbeck, and 3) an extreme rate of rise in river level on the River Wansbeck in August 1994. -
State of the UK Climate 2015
State of the UK Climate 2015 Mike Kendon 1, Dr Mark McCarthy 1, Dr Svetlana Jevrejeva 2, Tim Legg 1 1 Met Office National Climate Information Centre 2 National Oceanography Centre Cover: Satellite image of storm Desmond on 5 December 2015. The low pressure centre is off south-east Iceland at 940 hPa with associated fronts draped across Britain and stretching south-west into the Atlantic. The Azores are at the bottom of the image. The UK was located in a moist south-westerly airstream with these fronts bringing exceptionally prolonged and heavy rainfall across high ground. A rain-gauge at Honister Pass, Cumbria, recorded 341.4mm in 24 hours to 1800 GMT on 5 December, a new UK record for any 24-hour period. This image is from the Advanced Very High Resolution Radiometer (AVHRR) satellite sensor channel 4 (thermal infra- red image) on the polar-orbiting NOAA-19 satellite at 0418 GMT showing night-time cloud and sea surface temperature. This image from the NERC Satellite Receiving Station, Dundee University http://www.sat.dundee.ac.uk/ Contents page Introduction 4 Executive Summary 5 Temperature 6 Days of air and ground frost 14 Degree Days 16 Coastal Waters 22 Precipitation 23 Days of rain and rainfall intensity 30 Heavy Rainfall 32 Snow 34 Sunshine 35 Wind 39 Sea Level 42 Extremes for year 2015 44 Significant Weather Events of 2015 45 Northern Scotland cool wet early summer 45 July hot spell 45 Exceptionally mild and wet December 48 Record-breaking rainfall 49 Record-breaking temperatures 52 Correction to 2014 report 54 Annex 1: Datasets 55 Monthly grids 55 Long term average grids 57 Daily grids and degree days 58 Central England Temperature 58 Sea surface temperature data 58 England and Wales Precipitation series 59 Raingauge and snow depth data 59 Sunshine data 59 Sea level data 59 Annex 2: Time-series, trends and uncertainty 60 Time-series and trends shown in this report 60 Uncertainty estimates 60 Rounding 61 Annex 3: Useful resources 62 Acknowledgements 62 References 63 Mean sea level pressure and relative humidity will be covered in next year’s report. -
Susceptibility of Catchments to Intense Rainfall and Flooding
Susceptibility of catchments to INTense RAinfall and flooding (Project SINATRA) Track Record We assemble a multidisciplinary team of world-leading experts from academia, industry, and government to advance scientific understanding of the drivers, thresholds, and impacts of flooding from intense rainfall in ‘at-risk’ catchments and to translate this small-scale process understanding into new open source model architectures and parameterisations to enable the development of decision-support tools, improving the capacity of forecasting agencies to deliver impacts-based warnings and predictions needed for managing Flooding From Intense Rainfall (FFIR). Project Director Dr Hannah CLOKE is Reader in Hydrology at the University of Reading. An expert in flood modelling with a 15 year track record spanning basic research, tool development for operational forecasting and policy engagement, she has successfully led several major research projects involving multi-institutional consortia. Her NERC Flood Risk from Extreme Events (FREE) project involved 3 Universities, the Environment Agency and Met Office Hadley Centre to quantify the full cascade of uncertainties in coupled climate-hydrological model predictions of future flood risk, while a BIS-funded UK-China international consortium project involved several industrial partners in the development of a commercial prototype for a multi-ensemble probabilistic flood warning system. She is currently leading the flood forecasting package of NERC Storm Risk Mitigation project DEMON. She played an integral role in the early development of the European Flood Awareness System (EFAS) and has worked as an expert for the Environment Agency, with Halcrow Ltd, to develop a decision-support to enable operational use of probabilistic forecasts. The Institutions The consortium is led by University of Reading (UoR) , which offers a wealth of experience leading NERC research, with 226 NERC grants worth >£48m since 2000. -
2.4. Flood Risk Management
IMPROVING THE REGULATORY FRAMEWORK OF FLOODPLAIN DEVELOPMENT AND MANAGEMENT IN THE UNITED KINGDOM Batoor ALAM School of Science, Engineering and Environment The University of Salford Salford, UK Submitted in Partial Fulfilment of the Requirements of the Degree of Doctor of Philosophy October 2019 Table of Contents Chapter 1: Introduction ................................................................................................................... 1 1.1. Research Background ............................................................................................................. 1 1.2. Justification of Research ......................................................................................................... 4 1.3. Aim and Objectives ................................................................................................................. 8 1.4. Scope of the Study .................................................................................................................. 9 1.5. Research Methodology ......................................................................................................... 10 1.6. Thesis Outline ....................................................................................................................... 11 1.7. Chapter Summary ................................................................................................................. 12 Chapter 2: Literature Review ......................................................................................................