Toronto, May 6-8, 2008Flood Defence1 Risk assessment in trans-boundary cooperation between the Netherlands and Germany Jan Stijnen.

Slides:

Advertisements

Similar presentations

17 march 2009 Climate Adaptation in the Netherlands Renske Peters Ministry of Transport, Public Works and Water Management of the Netherlands.

Advertisements

BUILDING STRONG ® Do not include this Slide. This template is a guide for preparing power points presentations. The information requested is important.

Variances ID areas where flood boundaries exceed zoning (e.g. jurisdiction of marsh act) MMRA Mandate = protect agricultural land (allows periodic flooding)

Flood security strategies An assessment of the strategies of compartmentalization and flood shelters Lansink J., A.Y. Hoekstra, M.W.J. van Reedt Dortland,

May 2002 LTV & VNK Managing the Safety of Flood Defences in the Netherlands Fola Ogunyoye Presented on Friday 17th May 2002 at the IMPACT Project Workshop,

Funding Project Management Coordination Structural Approaches – Dikes, Reservoirs and Dams IMPROVEMENT OF THE GENERAL RESISTANCE OF DIKES AGAINST EROSION.

ENTRY OF FLOW MEASUREMENT DATA

November 10, 2010 High-Water Protection Programme Anske van der Laan, Technisch Manager. Ministry of Infrastructure and the Environment.

Analysis of dike breach sensitivity using a conceptual method followed by a comprehensive statistical approach to end up with failure probabilities 4 th.

Closing breaches in earthen flood defences Technical feasibility of emergency closure concept.

4 th International Symposium on Flood Defence Generation of Severe Flood Scenarios by Stochastic Rainfall in Combination with a Rainfall Runoff Model U.

Sharif University of Technology Civil Engineering Department Tehran-Iran Dam Safety An Approach to Prevent Dam Incidents.

Platzhalter für Bild, Bild auf Titelfolie hinter das Logo einsetzen Leichtweiß-Institute for Hydraulic Engineering and Water Resources Department of Hydromechanics.

Kystdirektoratet Gr Nr.1 Risk Assessment for the Wadden Sea Pilot study Ribe Dike Progress report of sub-project SP7 Workshop May 2004,

RISK INFORMED APPROACHES FOR PLANT LIFE MANAGEMENT: REGULATORY AND INDUSTRY PERSPECTIVES Björn Wahlström.

SAFETY EVALUATION OF AURUL TAILINGS POND June 2003 MONTREAL The case study dedicated to Aurul tailings pond illustrates the use of risk analysis for developing.

Interlinked Modelling of Large Floods by combining one and two-dimensional diffusive wave-approaches P. Kamrath, N.P. Huber, M. Kufeld, H. Schüttrumpf.

Workshop September 2004 Sandilands, United Kingdom COMRISK Subproject 8 “Risk Assessment Lincolnshire, Pilot Studies” (SP8)

A Dutch Perspective on Coastal Louisiana Flood Risk Reduction and Landscape Stabilization Jos Dijkman (Deltares / Delft Hydraulics)

May 6-8, PROBABILISTIC SENSITIVITY ANALYSIS OF DUNE EROSION CALCULATIONS 4 th International Symposium on Flood Defence, Toronto, Canada Kees den.

Sigmaplan ‘Safety & Ecology’ Creating a sustainable estuary of the Schelde Patrik Peeters 18/05/10.

Ramsar Convention on Wetlands ( Ramsar Convention on Wetlands ( Convention on Wetlands “The conservation and wise use of.

Prof. Dr. Robert Jüpner 4th ISFD, Toronto 2008 The new European Flood Management Directive and the municipal flood management system as one realization.

National Centre for Risk Analysis and Options Appraisal Risk Assessment, RASP and IMPACT Ian Meadowcroft.

PSAEA – CNRA Conference on OEF (Köln, 29-31/05/2006) The relationship between risk analysis and event analysis – PSA based Event Analysis P. De Gelder.

JRC information day, 11 May 2006, Romania European Early Warning Systems for Floods and Droughts - How could Romania benefit? Dr. Ad De Roo European Commission,

New Approaches for Flood Risk Management in the Netherlands

08. May 2008 Dr.-Ing. Mario Oertel Postdoctoral Researcher Hydraulic Engineering Section Civil Engineering Department Bergische University of Wuppertal.

1 Flood Risk Management Session 3 Dr. Heiko Apel Risk Analysis Flood Risk Management.

Risk based design of flood defence systems: A preliminary analysis for the New Orleans Metropolitan Area S.N. Jonkman M. Kok M. Van Ledden J.K. Vrijling.

1 Futureproof design of flood defences A wide approach… ISFD 2008 – Toronto W.L.A. ter Horst – INFRAM / Delft University of Technology Dr. P. Bernardini.

US Army Corps of Engineers BUILDING STRONG ® Greater New Orleans Hurricane and Storm Damage Risk Reduction System Armoring Brief Team New Orleans U.S.

Risk-Informed In- Service Inspection (RI-ISI) Ching Guey.

BUILDING STRONG ® Do not include this Slide. This template is a guide for preparing power points presentations. The information requested is important.

POTENTIAL DISASTERS AS A RESULT OF CLIMATE CHANGE - AND HOW TO PREVENT THEM Jan Coppes FIDIC, 4-8 September, Beijing.

BREACH FORMATION A Review of State-of-the-Art Mark Morris HR Wallingford IMPACT Project Workshop Wallingford, 16/17 May 2002.

National Programme Room for the River Caren Hoekstra, senior advisor River Basin Management RvR Rick Kuggeleijn, head Safety.

Reducing the Risk of Embankment Failure Under Extreme Conditions Mark Morris HR Wallingford IMPACT Project Workshop Wallingford, 17 May 2002.

Analysis and flood models for Ljubljana Urban Region Elco Koks & Hans de Moel.

Flood risk, flood prevention and flood insurance in The Netherlands

A MANAGEMENT SYSTEM FOR OPTIMIZING OPERATING RULES OF MULTIPURPOSE RESERVOIRS ALLOWING FOR BOTH EXTREME FLOODS AND ECOLOGICAL PERFORMANCE 4 th International.

During the floods in January/February 1995 three rivers courses of Maas,Waal and Nederrijn in the central delta area of the Netherlands were affected.

19th Engineers International Conference:

Project results of Meuse working group FLOOD-WISE Sustainable flood management strategies for cross border river basins Fred van den Brink, River Basin.

EPSRC Grant: EP/FP202511/1 WP4.4 A Rapid Embankment Breach Assessment (AREBA) Myron van Damme Sept 2011.

Determination of initial conditions for dam erosion due to overtopping and possible integration into a probabilistic design concept Dr.-Ing. K. Broich.

08 th Meeting of the Working Group on Flood Management and Climate Change Adaptation Kiev, Ukraine 13 December 2013 Project Overview Project: Climate Change.

Basic Hydrology & Hydraulics: DES 601 Module 2 General Hydrology Concepts.

Identifying, quantifying and communicating the benefits of transboundary water cooperation Chantal Demilecamps Secretariat of the Water Convention, UNECE.

1 Precommercial procurement in the Netherlands Carla Dekker, manager Netherlands SBIR programme SenterNovem, Dutch government agency promoting sustainable.

COMRISK Workshop Norden 12./13. May 2004 Failure probability of the Ribe sea defence Andreas Kortenhaus Leichtweiß-Institut for Hydraulics (LWI) Dept.

O The greatest threat of flooding in the Netherlands has traditionally come from the sea. o More recently, rivers have been responsible for flooding in.

IMPACT 4 November 20044th IMPACT Workshop - Zaragoza1 Investigation of extreme flood Processes and uncertainty Model uncertainty How uncertain are your.

International Levee Handbook Overview of the handbook Chapter 1: Introduction.

International Levee Handbook Overview of the handbook Chapter 3 Functions, Forms and Failure of Levees.

VIEWING SURVEY DATA IN CONTEXT: CRITICAL, MAINTENANCE AND DESIGN TRIGGER LEVELS Jonathan Clarke Canterbury City Council.

International Levee Handbook Overview of the handbook Chapter 6 – Emergency Management and Operations.

International Levee Handbook Overview of the handbook Chapter 8 Physical processes and tools for levee assessment and design.

Probabilistic Slope Stability Analysis with the

RASP - Risk Assessment of flood and coastal defence for Strategic Planning A High Level Methodology Project partners and co-authors Paul Sayers / Corina.

Simulation of the Filling of a Polder after a Dike Breach on the North Sea Golder Associates GmbH, Hamburg Office Hydrological Discussion Flintbek, May.

2015 Snohomish County Hazards Mitigation Plan Update Public Meeting Snohomish County Department of Emergency Management, Everett, WA October 23, :00.

OVERVIEW OF CLARA MODEL IMPROVEMENT TESTING Kenneth Kuhn – RAND Corporation Jordan Fischbach – RAND Corporation David Johnson – Purdue University.

Applications to Rural e-Science

Joint Meeting SPS Upgrade Study Group and SPS Task Force

Responses Drivers Residential properties Damage to buildings

Rhine – ICPR approach towards climate adaptation

Seminar on Land Use Planning 24 September – Nicosia Summary

Lesson Seven: Flood Works Monitoring

SPR – Middelkerke pilot area

Presentation transcript:

Toronto, May 6-8, 2008Flood Defence1 Risk assessment in trans-boundary cooperation between the Netherlands and Germany Jan Stijnen

Toronto, May 6-8, 2008Flood Defence2 Presentation overview Introduction Study area Risk-assessment method Sensitivity analysis Summary and future plans

Toronto, May 6-8, 2008Flood Defence3 Introduction Flood protection in boundary area of Germany and the Netherlands Identify and reduce flood risk for 2 dike ring areas along the Rhine Cooperation!

Toronto, May 6-8, 2008Flood Defence4 Introduction Project initiation: 2005 Three phases 1.Communication and identification (2006) 2.Risk-analysis of right-hand side dike ring (2007) 3.Risk-analysis of left-hand side dike ring (2008) Joint method, based on existing software/techniques Time horizons: 2006, 2015 and 2015+

Toronto, May 6-8, 2008Flood Defence5 Study area Transboundary dike rings along the river Rhine

Toronto, May 6-8, 2008Flood Defence6 Study area Dike ring 48 Dike ring miles

Toronto, May 6-8, 2008Flood Defence7 Scope of the project

Toronto, May 6-8, 2008Flood Defence8 Failure mechanisms

Toronto, May 6-8, 2008Flood Defence9 Computation of failure probabilities –Overflow –Wave overtopping –Bursting of the soil & piping –Stability of the slope –No structures

Toronto, May 6-8, 2008Flood Defence10 Failure mechanisms / probabilities Identification of 10 weak spots, based on Dutch deterministic assessment method and local expert knowledge Probabilistic computation of failure probabilities every 100 meters for wave overtopping only Detailed probabilistic computation of failure probabilities for 10 weak spots

Toronto, May 6-8, 2008Flood Defence11 Differences in dike design T = 1250 years T = 500 years

Toronto, May 6-8, 2008Flood Defence12 Difference in maintenance

Toronto, May 6-8, 2008Flood Defence13 Breach and flood simulation

Toronto, May 6-8, 2008Flood Defence14 Breach and flood simulation

Toronto, May 6-8, 2008Flood Defence15 Damage assessment Flood simulation Damage and loss of life module Land use

Toronto, May 6-8, 2008Flood Defence16 Flood risk Risk = probability  consequence

Toronto, May 6-8, 2008Flood Defence17 Cost-benefit analysis of measures Types of (structural) measures: –Dike strengthening –Compartment dikes

Toronto, May 6-8, 2008Flood Defence18 Compartment dike

Toronto, May 6-8, 2008Flood Defence19 Compartment dike

Toronto, May 6-8, 2008Flood Defence20 Sensitivity analysis Verification of sensitivity to assumptions –Critical overtopping discharge –Breach development (width, water level, moment of breach) –Flood wave (shape and height of discharge wave) –Correction of damage and costs

Toronto, May 6-8, 2008Flood Defence21 Summary and future plans Cooperation very successfull as a result of the communication and identification phase Much added value because of different partners Project in last phase Final results this summer (symposium)

Toronto, May 6-8, 2008Flood Defence22 Thank you for your attention!