When the preventative evacuation of Orléans can be decided on before a flood?

Size: px
Start display at page:

Download "When the preventative evacuation of Orléans can be decided on before a flood?"

Transcription

1 When the preventative evacuation of Orléans can be decided on before a flood? GOUTX David (et al.) Loire flood-forecasting service 1/25

2 Major floods: a major issue for the Loire valley 2/25

3 Major floods: a major issue for the Loire valley Potential flood victims in the Loire valley : 300,000 residents 013,500 companies 070,000 employees 3/25

4 Major floods: a major issue for the Loire valley Potential flood victimes in the Val d Orléans : 65,000 residents 02,000 companies 10,000 employees 4/25

5 Major floods: a major issue for the Loire valley Directly and slowly flooded area: 9,000 residents Directly threatened by deadly flows if a levee breaches: 22,000 residents - if a breach occurs, residents have less than 1 hour to save themselves which is quite impossible! - the evacuation must be decided on well in advance, as a preventative evacuation 5/25

6 The necessity of a preventative evacuation plan - the stability of this levee is threatened above a certain water level (corresponding to a 4200 m 3 /s stage-discharge at Orléans) - so the evacuation have to begin at least in the 2 days prior to the water reaching that critical level 6/25

7 The heavy cost of a false alarm - about 1200 hospitalized patients will have to be evacuated but: - 1 ambulance can evacuate only 1 to 4 patients per hour - about 5 to 10% of the patients will die when evacuated - about 40,000 employees will be barred from their place of work for 2 to 5 days and the whole local economy will be paralyzed for an entire week - some sectors of the economy will suffer from interruptions in the supply chain : farming, industries - many public and urban services will not function correctly - the requisitions of shelter areas and transportation means will need a special budget - the Préfet will be accused of excessive precaution 7/25

8 The genesis of a Loire flood - sudden flood of the upper Loire, reduced by Villerest dam, which represents 1/3 rd of the peak discharge at Orléans - the Morvan increases the volume of flow, representing 1/5 th of the peak discharge at Orléans - flood on the Allier basin, for about 1/4 th of the peak discharge at Orléans - both the Loire & Allier sending higher volume of water simultaneously at the Bec d Allier - propagation to the Middle Loire river 8/25

9 Flood Forecasting models Orléans Decision about a preventative evacuation Middle Loire 1D-Saint-Venant propagation Burgundian Loire 1D-Saint-Venant propagation Sioule Allier basin Discharge propagation models Dore Bec d Allier Loire & Allier peak simultaneously discharge Villerest (Loire) Discharge reducing dam Morvan Rainfall Discharge Allier Alagnon Upper Loire Rainfall Discharge 9/25

10 Basic Uncertainties - discharge measurement - the extrapolated value of the discharge, which is used, will fall between [-10% +60%] the actual value +100% True value -100% - this can be found to within [-10% +10%] by direct gauging during the early times of the flood (as hydrometric teams are guided by the flood-forecasters during the event) +100% True value -100% 10/25

11 Basic Uncertainties - hydrological process modelling (when rainfall is perfectly known) +100% - for moderate floods: the hydrological models are calibrated well enough to give a value which is between [-20% +20%] of the true value True value -100% - for extreme floods: the uncertainties are much higher; as there are no well-measured event for a correct calibration, the range becomes about [-50% +50%] the true value +100% True value -100% 11/25

12 Basic Uncertainties - hydrometerological forecasts and hydrological consequences +100% - for the next 36 hours, Météo-France provides the flood-forecasters with forecasted rainfall in 3-hrs segments, with their forecasted value falling between [-50% -10%] the true value True value -100% - between 36 and 54 hours, Météo-France provides the flood-forecasters with forecasted rainfall in 24-hrs segments, with their forecasted value falling between [-90% -30%] the true value +100% True value -100% 12/25

13 Basic Uncertainties - hydraulic propagation and attenuation - forecasted peak flowing out from Villerest - for the next 24 hrs, using the measurement of the volume of water going in the dam, it is possible to estimate, for the next 24-hrs, the flow water going out of the dam; this estimation will be between [-25% +25%] the true value - for the 24 hrs after that, the value of the outgoing flow water from the dam is calculated from measured rainfall, which will be within [-75% +0%] the true value - for the 24 hrs after that, the value of the outgoing flow water from the dam is calculated from forecasted rainfall, which will be within [-100% -30%] the true value +100% True value -100% +100% True value -100% +100% True value -100% 13/25

14 Basic Uncertainties - hydraulic propagation and attenuation - the real value of the flow going out from the Bec d Allier will be within [-16% +0%] of the sum of the Loire and Allier peak flows - what about the breaches? - if there are any breaches in the small dikes between Givry and Gien, then the true value of the flow arriving at Orléans will be between [-8% +0%] of the forecasted value - if there are any breaches in the high dikes between Gien and Orléans, then the true value of the flow arriving at Orléans will be between [-20% +0%] of the forecasted value +100% True value -100% +100% True value -100% +100% True value -100% 14/25

15 Combined Uncertainties 1 day before the D-day - discharge measured at Gien - breach between Gien and Orléans 15/25

16 Combined Uncertainties 2 days before the D-day - discharge measured at Bec d Allier - hydraulic propagation on the Middle Loire river - beaches between Gibry and Orléans 16/25

17 Combined Uncertainties 3 days before the D-day - discharge measured on the Loire river at Decize - discharge measured on the Allier river at Moulins - simultaneous peak flows at Bec d Allier - hydraulic propagation on the Middle Loire river 17/25

18 Combined Uncertainties 4 days before the D-day - discharge measured on the Loire river (upstream Digoin) - discharge measured and forecasted from measured rainfall on Morvan tributaries - discharge measured on the Allier river (Chatel-de-Neuvre) and on the Sioule river - simultaneous peak flows at Bec d Allier - hydraulic propagation on the Middle Loire river - breaches 18/25

19 Combined Uncertainties 5 days before the D-day - discharge measured on the Loire river (Villerest) - discharges forecasted on the Morvan tributaries, from measured and forecasted rainfalls - discharge measured on the Allier river (Saint-Yorre) and on the Dore river - discharges forecasted on the Sioule river, from measured rainfalls - simultaneous peak flows at Bec d Allier, hydraulic prop. 19/25

20 Combined Uncertainties 6 days before the D-day -discharge forecasted on the Loire river (Villerest) from measured discharges upstream -discharges forecasted on the Morvan tributaries, from forecasted rainfalls (36 hrs) -discharge forecasted on the Allier and Dore rivers from measured discharges upstream -discharges forecasted on the Sioule river, from forecasted rainfalls - simultaneous peak flows at Bec d Allier, hydraulic prop. 20/25

21 Combined Uncertainties 7 days before the D-day - discharge forecasted on the Loire river (Villerest) from forecasted discharges upstream - discharges forecasted on the Morvan tributaries, from forecasted rainfalls (48-72h) - discharge forecasted on the Allier river and on the Dore river from forecasted discharges on the upper basin - discharges forecasted on the Sioule river, from forecasted rainfalls (72h) 21/25

22 Typical uncertainties while forecasting a minor flood D (m 3 /s) - Peak flow discharge at Orléans: 3800 m 3 /s (if no breach occurs) Level at which a preventative evacuation of the Val d Orléans is activated Level at which evacuation plan is put on stand-by Possible spread of the forecasted flow value Median forecast In case of a breach between Nevers and Orléans 22/25

23 Typical uncertainties while forecasting a moderate flood D (m 3 /s) - Peak flow discharge at Orléans: 4800 m 3 /s (if no breach occurs) Level at which a preventative evacuation of the Val d Orléans is activated Level at which evacuation plan is put on stand-by Possible spread of the forecasted flow value Median forecast In case of a breach between Nevers and Orléans 23/25

24 Typical uncertainties while forecasting a major flood D (m 3 /s) - Peak flow discharge at Orléans: 5800 m 3 /s (if no breach occurs) Level at which a preventative evacuation of the Val d Orléans is activated Level at which evacuation plan is put on stand-by Possible spread of the forecasted flow value Median forecast In case of a breach between Nevers and Orléans 24/25

25 As a conclusion - the preventative evacuation before a major flood is possible with low uncertainties with up to 4 to 6 days of anticipation of warning - a needless evacuation might happen for moderate floods (between 3900 and 4900 m 3 /s), especially in case of dike failure between Bec d Allier and Orléans - as it is impossible to predict the breach, or to estimate properly the discharges through the breaches, it still would not be safe to suspend a preventative evacuation in case of breaches upstream 25/25

26 Thanks for your attention! 26/25

"Transboundary coordination according to the FD Directive in the shared river basins of Greece

Transboundary coordination according to the FD Directive in the shared river basins of Greece Workshop on Transboundary Issues Budapest March 31st April 1st "Transboundary coordination according to the FD Directive in the shared river basins of Greece Katerina Triantafyllou, ECOS Consulting S.A.

More information

Update on FLOODS in Nigeria

Update on FLOODS in Nigeria EUROPEAN COMMISSION JOINT RESEARCH CENTRE Update on FLOODS in Nigeria JRC Emergency Report #021 Nigeria, 19th of September 2018 Executive Summary The National Emergency Management Agency (NEMA) informs

More information

EVROS2010 FIELD EXERCISE SUMMARY

EVROS2010 FIELD EXERCISE SUMMARY 2012 EVROS2010 FIELD EXERCISE SUMMARY PP11, PP12 Dr. Nina Dobrinkova, Angelos Antoniadis nido@math.bas.bg, monitor_ii@yahoo.gr Work package 5: CSA Field Experiments joined to pre-scheduled Standard Field

More information

Enhancing hydrological data management and exchange procedures

Enhancing hydrological data management and exchange procedures Enhancing hydrological data management and exchange procedures The Sava River Hydraulic Model Dr Mark R Jourdan, PE Research Hydraulic Engineer U.S. Army Engineer Research and Development Center Vicksburg,

More information

2014 floods in Serbia

2014 floods in Serbia 16 th Meeting of WGF, Rim, 9-10 October 2014 2014 floods in Serbia Radovanka Pavlović Ministry of Agriculture and Environmental Protection Republic Water Direcrorate, Belgrade, Serbia Specific cyclone

More information

LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY

LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY ANNUAL FLOW RELEASES INSTREAM FLOW REQUIREMENT (IFR) IMPLEMENTATION AND MONITORING (October 2004 to September 2005) TOWER ON MALIBAMATŠO RIVER @ KAO REPORT N0.6

More information

Glaciology. Water. Glacier. Moraine. Types of glacier-dammed lakes. Mechanics of jökulhlaup

Glaciology. Water. Glacier. Moraine. Types of glacier-dammed lakes. Mechanics of jökulhlaup A Jökulhlaup Jökulhlaup. Catastrophic events where large amounts of water are suddenly discharged. Jökulhlaup s are a sudden and rapid draining of a glacier dammed lake or of water impounded within a glacier.

More information

ACTIVITIES ON FLOOD RISK MANAGEMENT AND CLIMATE CHANGE ADAPTATION IN THE SAVA RIVER BASIN

ACTIVITIES ON FLOOD RISK MANAGEMENT AND CLIMATE CHANGE ADAPTATION IN THE SAVA RIVER BASIN ACTIVITIES ON FLOOD RISK MANAGEMENT AND CLIMATE CHANGE ADAPTATION IN THE SAVA RIVER BASIN Workshop on WATER-FOOD-ENERGY-ECOSYSTEMS NEXUS ASSESSMENT IN THE SAVA RIVER BASIN 4-6 March 2014, Zagreb Vasiljka

More information

Hydrological study for the operation of Aposelemis reservoir Extended abstract

Hydrological study for the operation of Aposelemis reservoir Extended abstract Hydrological study for the operation of Aposelemis Extended abstract Scope and contents of the study The scope of the study was the analytic and systematic approach of the Aposelemis operation, based on

More information

Natural Factors Affecting the Level of Osoyoos Lake

Natural Factors Affecting the Level of Osoyoos Lake Natural Factors Affecting the Level of Osoyoos Lake Background Osoyoos Lake is operated under conditions prescribed by the International Joint Commission (IJC) and Figure 1 shows the ranges within which

More information

FLOW REDUCTION IMPACTS ALONG RIVER NILE IN EGYPT

FLOW REDUCTION IMPACTS ALONG RIVER NILE IN EGYPT FLOW REDUCTION IMPACTS ALONG RIVER NILE IN EGYPT Sherine S. Ismail Prof., Head of Lake Nasser studies department, Nile Research Institute, E-mail:sherine_shawky@yahoo.com ABSTRACT Nile water discharges

More information

Lessons Learned from the Floods this May

Lessons Learned from the Floods this May Building Resiliance to Disasters in Western Balkans and Turkey Design a Regional Multi-Hazard EWS Composed of harmonized National EWS econd Meeting of the Design Team 9 11 September 2014, Durrës, Albania

More information

The Problem.. SuDS: Controlling the Flow. LANDF RM Technical delivery of SuDS 15/10/2013. Bridget Woods Ballard HR Wallingford 1.

The Problem.. SuDS: Controlling the Flow. LANDF RM Technical delivery of SuDS 15/10/2013. Bridget Woods Ballard HR Wallingford 1. SuDS: Controlling the Flow 15th October 2013 Bridget Woods Ballard The Problem.. Page 2 Bridget Woods Ballard HR Wallingford 1 15th October 2013 Landform Event Page 3 HR Wallingford 2013 The Aim of SuDS.

More information

Great East Japan Earthquake and Tsunami

Great East Japan Earthquake and Tsunami Great East Japan Earthquake and Tsunami Kuniyoshi Takeuchi International Centre for Water Hazard and Risk Management under the auspices of UNESCO (ICHARM) Public Works Research Institute (PWRI) Tsukuba,

More information

Hydro-Electric Schemes Compliance Report June June 2013

Hydro-Electric Schemes Compliance Report June June 2013 File Reference: 4.00212 Significance of Decision: Receives Only - No Decisions Report To: Operations, Monitoring and Regulation Committee Meeting Date: 20 June 2013 Report From: Nick Zaman, Pollution Prevention

More information

FLOODS IN FRANCE Is there a change?

FLOODS IN FRANCE Is there a change? Local and regional estimation of extreme hydrological events Lyon 2003 FLOODS IN FRANCE Is there a change? Hélène NIEL & Laurie GIRAUD Objective To answer questions raised by society and the scientific

More information

Assessment of Pathogen Strategies

Assessment of Pathogen Strategies Assessment of Pathogen Strategies Bacteria levels in receiving waters are a primary concern for federal, state, and local agencies. The primary sources of bacteria are generally attributed to combined

More information

San Joaquin County Emergency Medical Services Agency

San Joaquin County Emergency Medical Services Agency San Joaquin County Emergency Medical Services Agency http://www.sjgov.org/ems Memorandum TO: All Interested Parties FROM: Shahloh Jones-Mitchell, EMS Analyst DATE: April 8, 28 Mailing Address PO Box 22

More information

Statistical Evaluation of BMP Effectiveness in Reducing Fecal Coliform Impairment in Mermentau River Basin

Statistical Evaluation of BMP Effectiveness in Reducing Fecal Coliform Impairment in Mermentau River Basin Statistical Evaluation of BMP Effectiveness in Reducing Fecal Coliform Impairment in Mermentau River Basin Z.-Q. Deng 1 and H. Chowdhary 2 1 Assistant Professor, Department of Civil and Environmental Engineering,

More information

Estimation of Glacier Lake Outburst Flood and its Impact on a Hydro Project in Nepal

Estimation of Glacier Lake Outburst Flood and its Impact on a Hydro Project in Nepal Snow and Glacier Hydrology (Proceedings of the Kathmandu Symposium, November 1992). IAHSPubl. no. 218,1993. 331 Estimation of Glacier Lake Outburst Flood and its Impact on a Hydro Project in Nepal G. MEON

More information

Principle Causes of Dam Failures. Structural failure. Cracking. Stability failure. BIA Summer Water Resources Training Dam Safety Inspections

Principle Causes of Dam Failures. Structural failure. Cracking. Stability failure. BIA Summer Water Resources Training Dam Safety Inspections BIA Summer Water Resources Training Dam Safety Inspections Principle Causes of Dam Failures Part 2 Dam Failures July 28, 2012 Presented by Michael Johnson, Ph.D., P.E. Overtopping Structural failure Stability

More information

Hydraulic Report. Trail 5 Snowmobile Trail Over Mulligan Creek. Prepared By: COLEMAN ENGINEERING COMPANY Karisa V. Falls, P.E.

Hydraulic Report. Trail 5 Snowmobile Trail Over Mulligan Creek. Prepared By: COLEMAN ENGINEERING COMPANY Karisa V. Falls, P.E. Prepared for: Prepared by: Marquette County Road Commission Coleman Engineering Company Marquette, Michigan Iron Mountain, MI December 2011 Hydraulic Report Trail 5 Snowmobile Trail Over Mulligan Creek

More information

Investigation of River Stage Simulation Before and After Bengoh Dam Construction: Case Study of Sarawak River Basin Malaysia

Investigation of River Stage Simulation Before and After Bengoh Dam Construction: Case Study of Sarawak River Basin Malaysia International Journal of Science and Engineering Investigations vol. 4, issue 42, July 2015 ISSN: 2251-8843 Investigation of River Stage Simulation Before and After Bengoh Dam Construction: Case Study

More information

Wilts & Berks Canal. Appendix E: Hydrology and Hydraulics CONTENTS 1. INTRODUCTION 2 2. HYDROLOGY 2 3. HYDRAULIC MODEL 2 4.

Wilts & Berks Canal. Appendix E: Hydrology and Hydraulics CONTENTS 1. INTRODUCTION 2 2. HYDROLOGY 2 3. HYDRAULIC MODEL 2 4. Wilts & Berks Canal Melksham River Route Study Appendix E: Hydrology and Hydraulics CONTENTS 1. INTRODUCTION 2 2. HYDROLOGY 2 3. HYDRAULIC MODEL 2 4. CANAL OPERATION 3 5. WEIR DESIGN 4 6. FLOOD RISK 5

More information

The impact of climate change on glaciers and glacial runoff in Iceland

The impact of climate change on glaciers and glacial runoff in Iceland The impact of climate change on glaciers and glacial runoff in Iceland Bergur Einarsson 1, Tómas Jóhannesson 1, Guðfinna Aðalgeirsdóttir 2, Helgi Björnsson 2, Philippe Crochet 1, Sverrir Guðmundsson 2,

More information

Blocking Sea Intrusion in Brackish Karstic Springs

Blocking Sea Intrusion in Brackish Karstic Springs European Water 1/2: 17-23, 3. 3 E.W. Publications Blocking Sea Intrusion in Brackish Karstic Springs The Case of Almiros Spring at Heraklion Crete, Greece A. Maramathas, Z. Maroulis, D. Marinos-Kouris

More information

Zoran Đuroković, B. Sc. (Civ.Eng.) Davor Haničar, B. Sc. (Civ.Eng.) Ladislav Grđan, B. Sc. (Civ.Eng.) Silvio Brezak, B. Sc. (Civ.Eng.

Zoran Đuroković, B. Sc. (Civ.Eng.) Davor Haničar, B. Sc. (Civ.Eng.) Ladislav Grđan, B. Sc. (Civ.Eng.) Silvio Brezak, B. Sc. (Civ.Eng. FLOOD PROTECTION EXPERIENCES ON THE DRAVA RIVER BASIN IN CROATIA Maribor, September 23-25 2008 Zoran Đuroković, B. Sc. (Civ.Eng.) Davor Haničar, B. Sc. (Civ.Eng.) Ladislav Grđan, B. Sc. (Civ.Eng.) Silvio

More information

Presentation from 2015 World Water Week in Stockholm. The authors, all rights reserved. SIWI siwi.org

Presentation from 2015 World Water Week in Stockholm.   The authors, all rights reserved. SIWI siwi.org Presentation from 2015 World Water Week in Stockholm www.worldwaterweek.org The authors, all rights reserved SIWI siwi.org WORLD WATER WEEK Stockholm, 23 th August 2015 Co-operative water governance: catalyst

More information

Jeneberang River. Serial No. : Indonesia-10 Location: South Sulawesi Area: 727 km 2 Origin: Mt. Bawakaraeng (2,833 MSL) Outlet: Makassar Strait

Jeneberang River. Serial No. : Indonesia-10 Location: South Sulawesi Area: 727 km 2 Origin: Mt. Bawakaraeng (2,833 MSL) Outlet: Makassar Strait Jeneberang River Map of River Table of Basic Data Name: Jeneberang River Serial No. : Indonesia-10 Location: South Sulawesi S 5 10' 00" - 5 26' 00" E 119 23' 50" - 119 56' 10" Area: 727 km 2 Origin: Mt.

More information

Hydrology Input for West Souris River IWMP

Hydrology Input for West Souris River IWMP Hydrology Input for West Souris River IWMP Prepared by: Mark Lee Manitoba Water Stewardship 1 1 1 Overall view of: drainage area watershed characteristics gauging stations meteorological stations Runoff

More information

"ST. KLIMENT OHRIDSKI FACULTY OF GEOLOGY AND GEOGRAPHY

ST. KLIMENT OHRIDSKI FACULTY OF GEOLOGY AND GEOGRAPHY SOFIA UNIVERSITY "ST. KLIMENT OHRIDSKI FACULTY OF GEOLOGY AND GEOGRAPHY APPLICATION OF THE MODEL "DRIVING FORCES PRESSURE STATE - RESPONSE FOR ASSESSMENT OF FLOOD RISK RADOSTINA BORISOVA DOCHEVA Bachelor

More information

KNOWLEDGE NOTE 1-3. Hydro-meteorological Disasters Associated with Tsunamis and Earthquakes. CLUSTER 1: Structural Measures

KNOWLEDGE NOTE 1-3. Hydro-meteorological Disasters Associated with Tsunamis and Earthquakes. CLUSTER 1: Structural Measures Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized KNOWLEDGE NOTE 1-3 CLUSTER 1: Structural Measures Hydro-meteorological Disasters Associated

More information

HISTORICAL FLOOD LEVELS

HISTORICAL FLOOD LEVELS 5.36 5.02 3.58 3.59 3.68 3.67 3.21 2.87 3.01 2.91 2.8 3.78 2.42 4.02 2.4 2.37 2.35 2.06 2.41 2.39 2.39 2.37 2.39 2.4 2.39 2.14 2.06 2.39 2.41 2.42 2.31 2.14 2.3 1.5 2.38 2.16 2.43 1.5 2.43 1.91 4.93 4.63

More information

Regional Cooperation on Flood Management in the Sava River Basin

Regional Cooperation on Flood Management in the Sava River Basin Regional Cooperation on Flood Management in the Sava River Basin Flood Risk Management Plans: international experiences by comparison Mirza Sarač ISRBC Secretariat Content Introduction Sava River Basin

More information

II. THE BOULDER CREEK DRAINAGE BASIN

II. THE BOULDER CREEK DRAINAGE BASIN II. THE BOULDER CREEK DRAINAGE BASIN This section provides an overview of the watersheds and flood hazards associated with Boulder Creek and South Boulder Creek including descriptions of the drainage basins,

More information

Introduction. The System. Model Limitations, Assumptions, and Parameters. Optional Services Tech Memo

Introduction. The System. Model Limitations, Assumptions, and Parameters. Optional Services Tech Memo Optional Services Tech Memo Introduction This technical memo evaluates the impact of a tide gate to be installed at the confluence of the Left Bank Tributary of Thalia Creek and Lake Windsor. Specifically,

More information

Long term morphological analysis and simulations

Long term morphological analysis and simulations Long term morphological analysis and simulations Dr.-Ing. Markus Promny Bundesanstalt für Gewässerkunde / Federal Institute of Hydrology GESINUS 2010 - Liège - 29./30.07.2010 page 1 1D-models of German

More information

Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: Northing: River / Catchment / Sub-catchment Type of Flooding / Flood Risk

Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: Northing: River / Catchment / Sub-catchment Type of Flooding / Flood Risk Location: Shannon International Airport, Co. Clare Unique ID: 275484 (from PFRA database) Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: 137674 Northing: 161045 River / Catchment / Sub-catchment

More information

HYDRAULIC DESIGN OF THE TOURISTIC BERTHING IN ASWAN CITY

HYDRAULIC DESIGN OF THE TOURISTIC BERTHING IN ASWAN CITY HYDRAULIC DESIGN OF THE TOURISTIC BERTHING IN ASWAN CITY Dr. Hossam El-Sersawy Researcher, Nile Research Institute (NRI), National Water Research Center (NWRC), Egypt E-mail: h_sersawy@hotmail.com Dr.

More information

LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY

LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY LESOTHO HIGHLANDS DEVELOPMENT AUTHORITY ANNUAL FLOW RELEASES INSTREAM FLOW REQUIREMENT (IFR) IMPLEMENTATION AND MONITORING (October 2005 to September 2006) REPORT N0.7 OCTOBER 2007 STRATEGIC AND CORPORATE

More information

AVALANCHE SAFETY PLAN

AVALANCHE SAFETY PLAN AVALANCHE SAFETY PLAN MUNICIPALITY OF VALTOURNENCHE Valtournenche is a town located at the foot of the Mount Cervin, whose beauty attracts a large number of tourists. The morphology of the territory, characterized

More information

Cusco floods in 2010 Laura Paccini 1, Luis Orihuela 1

Cusco floods in 2010 Laura Paccini 1, Luis Orihuela 1 WWOSC 2014 MONTRÉAL, CANADA Cusco floods in 2010 Laura Paccini 1, Luis Orihuela 1 1 Universidad Nacional Agraria La Molina Cusco Region Location Population Climate Southeast of Peru 11 10 15 20 S 70 10

More information

Paper 87 - INTERNATIONAL COLLABORATION CONCERNING THE USE OF THE DANUBE RIVER IN ROMANIA

Paper 87 - INTERNATIONAL COLLABORATION CONCERNING THE USE OF THE DANUBE RIVER IN ROMANIA Paper 87 - INTERNATIONAL COLLABORATION CONCERNING THE USE OF THE DANUBE RIVER IN ROMANIA CIORTAN R.; DUMITRU M.; SUCIU I.; KRKLJUS D. Ph.D, Corresponding Member of the Romanian Academy of Technical Sciences,

More information

Cofferdam Performance Hurricanes Harvey & Irma

Cofferdam Performance Hurricanes Harvey & Irma Cofferdam Performance Hurricanes Harvey & Irma - 2017 Greg Hammer Senior Geotechnical Engineer CELRH-DSPC-GS DSMMCX Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 USSD

More information

AN ANALISIS OF CITIES ENDANGERMENT OF FLOODS ON THE EXAMPLE OF NOVI SAD

AN ANALISIS OF CITIES ENDANGERMENT OF FLOODS ON THE EXAMPLE OF NOVI SAD THE INTERNATIONAL CONFERENCE ON FLOOD MANAGEMENT 25-26.06.2018. BAJA, HUNGARY HIDRO CLB CONSULT 21000 NOVI SAD Kisačka 64 A 381 21 6542 657 AN ANALISIS OF CITIES ENDANGERMENT OF FLOODS ON THE EXAMPLE OF

More information

The December 2013 storm in England :the value of learning from the past

The December 2013 storm in England :the value of learning from the past The December 2013 storm in England :the value of learning from the past Craig Woolhouse Deputy Director Flood Incident Management, Environment Agency, England, UK Outline January 1953 Governance and policy

More information

Shrubs and alpine meadows represent the only vegetation cover.

Shrubs and alpine meadows represent the only vegetation cover. Saldur river General description The study area is the upper Saldur basin (Eastern Italian Alps), whose elevations range from 2150 m a.s.l. (location of the main monitoring site, LSG) and 3738 m a.s.l.

More information

THRESHOLD GUIDELINES FOR AVALANCHE SAFETY MEASURES

THRESHOLD GUIDELINES FOR AVALANCHE SAFETY MEASURES BRITISH COLUMBIA MINISTRY OF TRANSPORTATION & INFRASTRUCTURE AVALANCHE & WEATHER PROGRAMS THRESHOLD GUIDELINES FOR AVALANCHE SAFETY MEASURES British Columbia Ministry of Transportation & Infrastructure

More information

Development of a MIKE11 Model of the Danube, Tisa and Sava Rivers in Serbia

Development of a MIKE11 Model of the Danube, Tisa and Sava Rivers in Serbia Development of a MIKE11 Model of the Danube, Tisa and Sava Rivers in Serbia Vasiljka KOLAROV*, Marina BABIĆ MLADENOVIĆ*, Zoran KNEŽEVIĆ*, Martin MIŠIK** * Jaroslav Černi Institute, Department for River

More information

FRANCE : HOW TO IMPROVE THE AVALANCHE KNOWLEDGE OF MOUNTAIN GUIDES? THE ANSWER OF THE FRENCH MOUNTAIN GUIDES ASSOCIATION. Alain Duclos 1 TRANSMONTAGNE

FRANCE : HOW TO IMPROVE THE AVALANCHE KNOWLEDGE OF MOUNTAIN GUIDES? THE ANSWER OF THE FRENCH MOUNTAIN GUIDES ASSOCIATION. Alain Duclos 1 TRANSMONTAGNE FRANCE : HOW TO IMPROVE THE AVALANCHE KNOWLEDGE OF MOUNTAIN GUIDES? THE ANSWER OF THE FRENCH MOUNTAIN GUIDES ASSOCIATION ABSTRACT : Alain Duclos 1 TRANSMONTAGNE Claude Rey 2 SNGM The French Mountain Guides

More information

4. Hydrology of the Olentangy River Watershed

4. Hydrology of the Olentangy River Watershed 4. Hydrology of the Olentangy River Watershed The Hydrologic Cycle Water on Planet Earth is dynamic constantly being recycled from the land to the atmosphere to the ocean. Rivers and streams are just a

More information

Snow, Glacier and GLOF

Snow, Glacier and GLOF Snow, Glacier and GLOF & Report on Demonstration River Basin Activities Upper Indus Basin The 5th International Coordination Group (ICG) Meeting GEOSS Asian Water Cycle Initiative (AWCI) Tokyo, Japan,

More information

Extraordinary summer flood in a karst area: case study in Croatia

Extraordinary summer flood in a karst area: case study in Croatia The Extremes ofthe Extremes: Exlraordinan' Floods (Proceedings ol'a symposium held at Reykjavik. Iceland. July 2000). IAHS Publ. no. 271. 2002. 133 Extraordinary summer flood in a karst area: case study

More information

HOW TO IMPROVE HIGH-FREQUENCY BUS SERVICE RELIABILITY THROUGH SCHEDULING

HOW TO IMPROVE HIGH-FREQUENCY BUS SERVICE RELIABILITY THROUGH SCHEDULING HOW TO IMPROVE HIGH-FREQUENCY BUS SERVICE RELIABILITY THROUGH SCHEDULING Ms. Grace Fattouche Abstract This paper outlines a scheduling process for improving high-frequency bus service reliability based

More information

INNOVATIVE TECHNIQUES USED IN TRAFFIC IMPACT ASSESSMENTS OF DEVELOPMENTS IN CONGESTED NETWORKS

INNOVATIVE TECHNIQUES USED IN TRAFFIC IMPACT ASSESSMENTS OF DEVELOPMENTS IN CONGESTED NETWORKS INNOVATIVE TECHNIQUES USED IN TRAFFIC IMPACT ASSESSMENTS OF DEVELOPMENTS IN CONGESTED NETWORKS Andre Frieslaar Pr.Eng and John Jones Pr.Eng Abstract Hawkins Hawkins and Osborn (South) Pty Ltd 14 Bree Street,

More information

National and Regional Activities, Needs and Expectations

National and Regional Activities, Needs and Expectations National and Regional Activities, Needs and Expectations The perspective from the International Sava River Basin Commission International collaboration in the forecasting of river flows within the Sava

More information

The Role of Glaciers in the Hydrologic Regime of the Nepal Himalaya. Donald Alford Richard Armstrong NSIDC Adina Racoviteanu NSIDC

The Role of Glaciers in the Hydrologic Regime of the Nepal Himalaya. Donald Alford Richard Armstrong NSIDC Adina Racoviteanu NSIDC The Role of Glaciers in the Hydrologic Regime of the Nepal Himalaya Donald Alford Richard Armstrong NSIDC Adina Racoviteanu NSIDC Outline of the talk Study area and data bases Area altitude distributed

More information

Bear Creek Habitat Improvement Project

Bear Creek Habitat Improvement Project 06/10/10 Bear Creek Habitat Improvement Project El Paso County, Colorado Pike National Forest and Colorado Springs Utilities Owned Land Report prepared by: Eric Billmeyer Executive Director Rocky Mountain

More information

Watershed Runoff Analysis

Watershed Runoff Analysis CREATING SOLUTIONS FOR A CHANGING WORLD Watershed Runoff Analysis April 18, 2017 John Melack, UCSB Ed Beighley & Dongmei Feng, Northeastern University Study Workflow Civil and Environmental Engineering

More information

4/28/17. Clicker Question. Clicker Question. #37 Floods IV (Case Histories-Mississippi River Flood, 1993; Red River of North Flood, 1997)

4/28/17. Clicker Question. Clicker Question. #37 Floods IV (Case Histories-Mississippi River Flood, 1993; Red River of North Flood, 1997) GEOL 118 Final Exam Format similar to exams 1 and 2 Covers Lectures #27 40 (Global Climate Change I - Meteorite Impacts III) Web Exercise #6 - Due by 1 pm, Monday (5/1) 8:00 AM, Thursday, May 11 th Location

More information

The Vjosa River in Albania

The Vjosa River in Albania The Vjosa River in Albania Europe s Wild jewel - beautiful, unknown and threatened The extensive braided river section near Tepelena would drown in a reservoir of the future Kalivaç dam. (Romy Durst) Major

More information

Mekong River Commission

Mekong River Commission U Mekong River Commission Regional Flood Management and Mitigation Centre Weekly Flood Situation Report for the Mekong River Basin Prepared at: /7/7, covering the week from the 7 th th July 7 General Behaviour

More information

Public Works Research Institute

Public Works Research Institute Public Works Research Institute INTERNATIONAL WORKSHOP ON WATER HAZARD AND RISK MANAGEMENT SOME EXPERIENCES OF FLOOD MANAGEMENT IN ARGENTINA VÍCTOR POCHAT National Director for Water Policies,Coordination

More information

Guidelines for Snow Avalanche Risk Determination and Mapping. David McClung University of British Columbia

Guidelines for Snow Avalanche Risk Determination and Mapping. David McClung University of British Columbia Guidelines for Snow Avalanche Risk Determination and Mapping David McClung University of British Columbia Why do we need guidelines? Costs: 14 fatalities/year, $0.5 M/year property damage, $10 M/year avalanche

More information

The Rhône, a river shaped by man

The Rhône, a river shaped by man 21 The Rhône, a river shaped by man Known as the Rotten in its upper reaches, the source of the Rhône is meltwater from the Furka glacier in the Swiss canton of Valais. It runs for 300 km before reaching

More information

Japan & JICA s experiences, Risk Governance and/for Resilience and Risk Reduction =The 2nd Arab Conference on DRR=

Japan & JICA s experiences, Risk Governance and/for Resilience and Risk Reduction =The 2nd Arab Conference on DRR= Japan & JICA s experiences, Risk Governance and/for Resilience and Risk Reduction =The 2nd Arab Conference on DRR= TAKEYA Kimio Senior Advisor, JICA takeya.kimio@jica.go.jp Japanese Experiences 1 Why Japan

More information

Connecting Sava River. Tihomir L. Divjak

Connecting Sava River. Tihomir L. Divjak Connecting Sava River Tihomir L. Divjak Baseline Sava River Basin is an unstable hydrological system Smart and sustainable development of Sava River Basin must be provided Definitions are given in the

More information

Foregone Economic Benefits from Airport Capacity Constraints in EU 28 in 2035

Foregone Economic Benefits from Airport Capacity Constraints in EU 28 in 2035 Foregone Economic Benefits from Airport Capacity Constraints in EU 28 in 2035 Foregone Economic Benefits from Airport Capacity Constraints in EU 28 in 2035 George Anjaparidze IATA, February 2015 Version1.1

More information

Load-following capabilities of nuclear power plants

Load-following capabilities of nuclear power plants Downloaded from orbit.dtu.dk on: Sep 18, 2018 Load-following capabilities of nuclear power plants Nonbøl, Erik Publication date: 2013 Link back to DTU Orbit Citation (APA): Nonbøl, E. (2013). Load-following

More information

Climate Change Impact on Water Resources of Pakistan

Climate Change Impact on Water Resources of Pakistan Pakistan Water and Power Development Authority (WAPDA) Climate Change Impact on Water Resources of Pakistan Glacier Monitoring & Research Centre Muhammad Arshad Pervez Project Director (GMRC) Outline of

More information

Fine Dutch Tradition: Depoldering Noordwaard

Fine Dutch Tradition: Depoldering Noordwaard Fine Dutch Tradition: Depoldering Noordwaard WSPÓŁCZESNA ARCHITEKTURA KRAJOBRAZU - TRENDY, TECHNOLOGIE I PRAKTYKA; edycja specjalna - Powódź. 14 października 2010, Warszawa (BUW) 14 th October, Warschau

More information

Seismic monitoring of Séchilienne rockslide

Seismic monitoring of Séchilienne rockslide Seismic monitoring of Séchilienne rockslide Agnès Helmstetter, Pascal Lacroix and Stéphane Garambois, LGIT www-lgit.obs.ujf-grenoble.fr/observations/omiv/sechilienne Different types of signals: rockfalls?

More information

Hydrology of Recent Flooding in South East Queensland

Hydrology of Recent Flooding in South East Queensland Hydrology of Recent Flooding in South East Queensland G. Hausler TOPICS Prelude eu e Rainfalls Catchments Flooding Aftermath Prelude Sea Surface Temperature anomalies for December 2010 Most likely return

More information

ACCOMMODATION RULES. IČO: DIČ: CZ with registered office / place of business on Ostrovní 32, Prague 1

ACCOMMODATION RULES. IČO: DIČ: CZ with registered office / place of business on Ostrovní 32, Prague 1 ACCOMMODATION RULES Grandior Hotel Prague Na Poříčí 42 110 00 Prague 1 (hereinafter referred to as the Hotel or the Lodging Provider ) run by: Le-Investment, spol. s r.o. Ostrovní 32 110 00 Prague 1 IČO:

More information

Oct-17 Nov-17. Travel is expected to grow over the coming 6 months; at a slower rate

Oct-17 Nov-17. Travel is expected to grow over the coming 6 months; at a slower rate Analysis provided by TRAVEL TRENDS INDEX OCTOBER 2018 CTI reading of 51.6 in October 2018 indicates that travel to or within the U.S. grew 3.2% in October 2018 compared to October 2017. LTI predicts travel

More information

International Travel Management Study 2018

International Travel Management Study 2018 International Travel Management Study 2018 Part 1 Business Travel Outlook Expect more trips and higher spend. Executives are packing their suitcases and flying around the world to do business for their

More information

CONGESTION MONITORING THE NEW ZEALAND EXPERIENCE. By Mike Curran, Manager Strategic Policy, Transit New Zealand

CONGESTION MONITORING THE NEW ZEALAND EXPERIENCE. By Mike Curran, Manager Strategic Policy, Transit New Zealand CONGESTION MONITORING THE NEW ZEALAND EXPERIENCE 26 th Australasian Transport Research Forum Wellington New Zealand 1-3 October 2003 By, Manager Strategic Policy, Transit New Zealand Abstract New Zealand

More information

FLOODS OF MAY-JUNE 2016 IN FRANCE Modeling the risks and damages

FLOODS OF MAY-JUNE 2016 IN FRANCE Modeling the risks and damages FLOODS OF MAY-JUNE 2016 IN FRANCE Modeling the risks and damages R&D / Modeling Team Public Reinsurance & Guaranty Funds Department CCR June 28, 2016 Summary Intense rainfall affected the northern half

More information

Actual Climatic Conditions in ERB. Online Resource 1 corresponding to:

Actual Climatic Conditions in ERB. Online Resource 1 corresponding to: Actual Climatic Conditions in ERB. Online Resource 1 corresponding to: Article Title: Climatic Trends and Impact of Climate Change on Agriculture in an Arid Andean Valley. Journal Name: CLIMATIC CHANGE

More information

I.G. MBAGW[J, B.M.B. LADU and A.O. AMADI' National Institute for Freshwater Fisheries Research (NIFFR) P.M B. 6006, New Bussa. Niger State, Nigeria

I.G. MBAGW[J, B.M.B. LADU and A.O. AMADI' National Institute for Freshwater Fisheries Research (NIFFR) P.M B. 6006, New Bussa. Niger State, Nigeria CONTRIBUTIONS OF THE SEASONAL AND LONG TERM FLOOD PATTERNS OF RIVER NIGER TO THE DEVELOPMENT AND CONTROL OF WATER HYACINTH (Eiclthornia crassipes) IN KAINJI LAKE, NIGERIA I.G. MBAGW[J, B.M.B. LADU and

More information

Load-following capabilities of Nuclear Power Plants. Erik Nonbøl

Load-following capabilities of Nuclear Power Plants. Erik Nonbøl Load-following capabilities of Nuclear Power Plants Erik Nonbøl Outline Why load-following Modes of power operation BWR technique for load-following PWR technique for load-following Effects on components

More information

Groundwater Recharge/Discharge Y 1, 2, 3, 4, 5, 16 X Wetland appears to be a contiguous hydraulic system, draining towards Goff Mill Brook.

Groundwater Recharge/Discharge Y 1, 2, 3, 4, 5, 16 X Wetland appears to be a contiguous hydraulic system, draining towards Goff Mill Brook. Wetland Function-Value Evaluation Form Total area of wetland: Human made? No Is wetland part of a wildlife corridor? Yes or a habitat island? Adjacent land use Rt. 1, Commercial, undeveloped forest Distance

More information

The ROI of Hotel Delivery Robots

The ROI of Hotel Delivery Robots The ROI of Hotel Delivery Robots Improved Social Rankings, Increased Revenue, and Significant Labor Efficiencies Make a Case for Robot Adoptions Contents 1 ROBOTIC AUTOMATION TO IMPROVE THE BOTTOM LINE

More information

ATM Network Performance Report

ATM Network Performance Report ATM Network Performance Report 2019 Page 1 of 20 Table of contents Summary... 3 Network Wide Performance... 4 Airborne delay... 4 Sydney... 7 Airborne delay... 7 Notable events... 7 CTOT (Calculated take

More information

UNOPS IN THE CARIBBEAN

UNOPS IN THE CARIBBEAN UNOPS IN THE CARIBBEAN ENGLISH & DUTCH SPEAKING COUNTRIES / IWRM AIO SIDS UNOPS The United Nations Office for Project Services (UNOPS) is an operational arm of the United Nations, supporting the successful

More information

International Sava River Basin Commission

International Sava River Basin Commission International Sava River Basin Commission Pilot project on climate change: Building the link between the Flood Risk Management planning and climate change assessment in the Sava River Basin climate change

More information

MARINA BOLADO PENAGOS A METHODOLOGY TO ASSESS THE ROLE OF THE RIVER DISCHARGES TO THE GULF OF CADIZ ON THE NUTRIENT SUPPLY TO THE ALBORAN SEA

MARINA BOLADO PENAGOS A METHODOLOGY TO ASSESS THE ROLE OF THE RIVER DISCHARGES TO THE GULF OF CADIZ ON THE NUTRIENT SUPPLY TO THE ALBORAN SEA MARINA BOLADO PENAGOS A METHODOLOGY TO ASSESS THE ROLE OF THE RIVER DISCHARGES TO THE GULF OF CADIZ ON THE NUTRIENT SUPPLY TO THE ALBORAN SEA INTRODUCTION General MEGAN Project Case Study Guadalquivir

More information

JOHNSON SELECTBOARD EMERGENCY MEETING MINUTES JOHNSON MUNICIPAL BUILDING SUNDAY, FEBRUARY 18, 2018

JOHNSON SELECTBOARD EMERGENCY MEETING MINUTES JOHNSON MUNICIPAL BUILDING SUNDAY, FEBRUARY 18, 2018 JOHNSON SELECTBOARD EMERGENCY MEETING MINUTES JOHNSON MUNICIPAL BUILDING SUNDAY, FEBRUARY 18, 2018 Present: Selectboard Members: Mike Dunham, Nat Kinney, Doug Molde, Eric Osgood Others: Brian Story, Rosemary

More information

ACTION PLAN FOR THE PERIOD concerning the STRATEGY ON IMPLEMENTATION OF THE FRAMEWORK AGREEMENT ON THE SAVA RIVER BASIN

ACTION PLAN FOR THE PERIOD concerning the STRATEGY ON IMPLEMENTATION OF THE FRAMEWORK AGREEMENT ON THE SAVA RIVER BASIN Doc. 1S-26-O-11-5/1-2 ACTION PLAN FOR THE PERIOD 2011-2015 concerning the STRATEGY ON IMPLEMENTATION OF THE FRAMEWORK AGREEMENT ON THE SAVA RIVER BASIN April 2011 Table of Contents INTRODUCTION... 5 1.

More information

March Future Capacity Requirements in Greater Copenhagen

March Future Capacity Requirements in Greater Copenhagen March 2019 Future Capacity Requirements in Greater Copenhagen Table of contents 1: Introduction 3 2: Accommodation Demand Forecasts 11 3: Accommodation Capacity Forecasts 27 4: Alternative Demand Assumptions

More information

Authored by Cr Bob Manning Mayor

Authored by Cr Bob Manning Mayor Queensland Treasury Corporation Investor Conference Presentation Authored by Cr Bob Manning Mayor Cairns Regional Council 1 Two and half years ago, I stood before the Public Hearing for the Joint Select

More information

8th World Congress on Snow and Mountain Tourism. Mountainlikers: New trends in mountain summer tourism. Andorra-La Vella, April 2014

8th World Congress on Snow and Mountain Tourism. Mountainlikers: New trends in mountain summer tourism. Andorra-La Vella, April 2014 8th World Congress on Snow and Mountain Tourism Mountainlikers: New trends in mountain summer tourism Andorra-La Vella, April 2014 Organized by Conclusions Mountain tourism is one of the most important

More information

Alpine Strategy for Adaptation to Climate Change in the Field of Natural Hazards

Alpine Strategy for Adaptation to Climate Change in the Field of Natural Hazards Nationale Plattform Naturgefahren PLANAT Plate-forme nationale Dangers naturels Plattaforma nazionale Pericoli naturali National Platform of Natural Hazards Alpine Strategy for Adaptation to Climate Change

More information

Accidents don t happen on a timeline. Crisis knows no borders. AirMed has you covered.

Accidents don t happen on a timeline. Crisis knows no borders. AirMed has you covered. Membership Guide Accidents don t happen on a timeline. Crisis knows no borders. AirMed has you covered. AirMed Member Benefits Evacuation and Repatriation Services Should a member become hospitalized as

More information

Flood Control for Typhoon 18 at Yodo River System in Avoidance of Catastrophe through Coordinated Operation of 7 Dams -

Flood Control for Typhoon 18 at Yodo River System in Avoidance of Catastrophe through Coordinated Operation of 7 Dams - Flood Control for Typhoon 18 at Yodo River System in 2013 Asian Water Cycle Symposium 2016 -Avoidance of Catastrophe through Coordinated Operation of 7 Dams - 1 st Mar. 2016 Authors Masayuki KANMURI, Hiroshi

More information

Chapter 2: El Dorado County Characteristics and Demographics

Chapter 2: El Dorado County Characteristics and Demographics Chapter 2: El Dorado County Characteristics and Demographics 2.1 Geographic Area and Demographics El Dorado County comprises 1,805 square miles with over half of the area in the Eldorado National Forest

More information

Mississippi River & Tributaries Project History & Overview

Mississippi River & Tributaries Project History & Overview Mississippi River & Tributaries Project History & Overview Watershed Division Mississippi Valley Division 17 June 2015 US Army Corps of Engineers BUILDING STRONG Lake Texoma Spillway Tulsa Little Rock

More information

Quantitative Analysis of Automobile Parking at Airports

Quantitative Analysis of Automobile Parking at Airports Quantitative Analysis of Automobile Parking at Airports Jiajun Li, M.Sc. Candidate Dr. Richard Tay, Professor, AMA/CTEP chair Dr. Alexandre de Barros, Assistant Professor University of Calgary Abstract

More information

Jasna Plavsic. WATER-FOOD-ENERGY-ECOSYSTEMS NEXUS ASSESSMENT IN THE SAVA RIVER BASIN Zagreb, 6 March 2014

Jasna Plavsic. WATER-FOOD-ENERGY-ECOSYSTEMS NEXUS ASSESSMENT IN THE SAVA RIVER BASIN Zagreb, 6 March 2014 WATER-FOOD-ENERGY-ECOSYSTEMS NEXUS ASSESSMENT IN Zagreb, 6 March 214 Water and Climate Adaptation Plan (WATCAP) for the Sava River Basin: Climate Change Predictions for the Sava River Basin Jasna Plavsic

More information

Q3 2015/2016 Sales Presentation. ZODIAC AEROSPACE Tuesday 14th June 2016

Q3 2015/2016 Sales Presentation. ZODIAC AEROSPACE Tuesday 14th June 2016 Q3 2015/2016 Sales Presentation ZODIAC AEROSPACE Tuesday 14th June 2016 Safe Harbour statement Certain statements contained in this document are forward-looking statements. These statements includes, without

More information