Case Study of Flood Control in the Netherlands Natural Disasters Have
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Interreg I / Ii : Cross-Border Cooperation
INTERREG I / II : CROSS-BORDER COOPERATION Euregio Meuse-Rhine: implementation and management in practice Speech by Mr K.H. Lambertz - Chair of the Monitoring Committee for the Euregio Meuse-Rhine Interreg Programme - Director of Euregio Meuse-Rhine - Minister-President of the German-speaking community of Belgium 1. General background and geographical situation In 1974, the governors of the Dutch and Belgian provinces of Limburg, together with the Chief Executive of the Cologne county administration, acted on the proposal made to them by the future Queen of the Netherlands, Princess Beatrix, during an official visit to Maastricht, to draw up draft arrangements for an association under which even closer cross-border collaboration could develop, along the lines of the Dutch-German Euregio project that had been running since 1957. This initiative was part of the new Community direction in regional policy, which in 1975 was to be provided with an instrument to assist economic development called the European Regional Development Fund (ERDF). In 1976, the principle of cross-border institutions was passed in law. Initially formed as an ad hoc association, the Euregio Meuse-Rhine was designed to promote integration between inhabitants on each side of the national borders. The area covers: • in Holland: the southern part of the Dutch province of Limburg; • in Germany: the city of Aachen, and the districts of Aachen, Heinsberg, Düren and Euskirchen, which make up the Aachen Regio, and • in Belgium: the entire province of Limburg. The province of Liège joined the Euregio Meuse-Rhine in 1978. In 1992, the German-speaking community of Belgium became the fifth partner in the Euregio Meuse- Rhine. -
Study of Downstream Migrating Salmon Smolt in the River Rhine Using the NEDAP Trail System: 2006 and Preliminary Results 2007
Not to be cited without permission of the author International Council for North Atlantic Salmon the Exploration of the Sea Working Group Working Paper 2007/26 Study of downstream migrating salmon smolt in the River Rhine using the NEDAP Trail System: 2006 and preliminary results 2007 by Detlev Ingendahl *, Gerhard Feldhaus *, Gerard de Laak, Tim Vriese and André Breukelaar. *Bezirksregierung Arnsberg, Fishery and Freshwater ecology, Heinsbergerstr. 53, 57399 Kirchhundem, Germany Sportvisserij Nederland, Visadvies, RIZA Running headline: Downstream migrating salmon smolt in the River Rhine Key words: Salmon smolt, downstream migration, River Rhine, Nedap Trail system, Delta Abstract Downstream migration of Atlantic salmon smolt was studied in the River Rhine in 2006 and 2007 using the NEDAP Trail system. In 2006 10 fish and in 2007 78 fish were released into two tributaries of the River Rhine (R. Sieg in 2006 and R. Wupper in 2007). The smolts (> 150 g) were tagged with a transponder (length 3.5 cm, weight 11.5 g) by surgery and introduction into the body cavity. After a recovery period of three days (2006) and ten days (2007), respectively in the hatchery the fish were released into the river. The transponder equipped fish can be detected by fixed antenna stations when leaving the tributary and during their migration through the Rhine delta to the sea. The NEDAP trail system is based on inductive coupling between an antenna loop at the river bottom and the ferrite rod antenna within the transponders. Each transponder gives its unique ID- number when the fish is passing a detection station. Until now 64 fish left the river of release (5 in 2006 and 59 in 2007, respectively). -
1 the DUTCH DELTA MODEL for POLICY ANALYSIS on FLOOD RISK MANAGEMENT in the NETHERLANDS R.M. Slomp1, J.P. De Waal2, E.F.W. Ruijg
THE DUTCH DELTA MODEL FOR POLICY ANALYSIS ON FLOOD RISK MANAGEMENT IN THE NETHERLANDS R.M. Slomp1, J.P. de Waal2, E.F.W. Ruijgh2, T. Kroon1, E. Snippen2, J.S.L.J. van Alphen3 1. Ministry of Infrastructure and Environment / Rijkswaterstaat 2. Deltares 3. Staff Delta Programme Commissioner ABSTRACT The Netherlands is located in a delta where the rivers Rhine, Meuse, Scheldt and Eems drain into the North Sea. Over the centuries floods have been caused by high river discharges, storms, and ice dams. In view of the changing climate the probability of flooding is expected to increase. Moreover, as the socio- economic developments in the Netherlands lead to further growth of private and public property, the possible damage as a result of flooding is likely to increase even more. The increasing flood risk has led the government to act, even though the Netherlands has not had a major flood since 1953. An integrated policy analysis study has been launched by the government called the Dutch Delta Programme. The Delta model is the integrated and consistent set of models to support long-term analyses of the various decisions in the Delta Programme. The programme covers the Netherlands, and includes flood risk analysis and water supply studies. This means the Delta model includes models for flood risk management as well as fresh water supply. In this paper we will discuss the models for flood risk management. The issues tackled were: consistent climate change scenarios for all water systems, consistent measures over the water systems, choice of the same proxies to evaluate flood probabilities and the reduction of computation and analysis time. -
Wild Bees in the Hoeksche Waard
Wild bees in the Hoeksche Waard Wilson Westdijk C.S.G. Willem van Oranje Text: Wilson Westdijk Applicant: C.S.G. Willem van Oranje Contact person applicant: Bart Lubbers Photos front page Upper: Typical landscape of the Hoeksche Waard - Rotary Hoeksche Waard Down left: Andrena rosae - Gert Huijzers Down right: Bombus muscorum - Gert Huijzers Table of contents Summary 3 Preface 3 Introduction 4 Research question 4 Hypothesis 4 Method 5 Field study 5 Literature study 5 Bee studies in the Hoeksche Waard 9 Habitats in the Hoeksche Waard 11 Origin of the Hoeksche Waard 11 Landscape and bees 12 Bees in the Hoeksche Waard 17 Recorded bee species in the Hoeksche Waard 17 Possible species in the Hoeksche Waard 22 Comparison 99 Compared to Land van Wijk en Wouden 100 Species of priority 101 Species of priority in the Hoeksche Waard 102 Threats 106 Recommendations 108 Conclusion 109 Discussion 109 Literature 111 Sources photos 112 Attachment 1: Logbook 112 2 Summary At this moment 98 bee species have been recorded in the Hoeksche Waard. 14 of these species are on the red list. 39 species, that have not been recorded yet, are likely to occur in the Hoeksche Waard. This results in 137 species, which is 41% of all species that occur in the Netherlands. The species of priority are: Andrena rosae, A. labialis, A. wilkella, Bombus jonellus, B. muscorum and B. veteranus. Potential species of priority are: Andrena pilipes, A. gravida Bombus ruderarius B. rupestris and Nomada bifasciata. Threats to bees are: scaling up in agriculture, eutrophication, reduction of flowers, pesticides and competition with honey bees. -
Dredging and Dumping in Laboratory Scale Experiments of Estuaries
Student number: 5821797 Effects of dredging and dumping in laboratory scale experiments of estuaries Cox, J.R. (Jana) Student number: 5821797 Utrecht University, Department of Physical Geography Faculty of Geosciences March 2018 – final version Master: Earth Surface and Water Track: Coastal and fluvial morphodynamics Supervisors: J.R.F.W Leuven & Prof. 0 M.G. Kleinhans Contents Table of figures ............................................................................................................................................. 3 Abstract ........................................................................................................................................................ 8 1. Introduction ......................................................................................................................................... 9 1.1 Review of the effects of dredging and dumping on estuaries & suggested mechanisms ................... 9 1.2 Description of the Western Scheldt estuary ..................................................................................... 11 1.2.1 Geological history of the estuary ............................................................................................... 11 1.2.2 Morphological development of the Western Scheldt estuary ................................................... 12 1.3 Current morphology of the Western Scheldt ................................................................................... 13 1.4 Sediment balance of the Western Scheldt estuary.......................................................................... -
41. the Meuse–Rhine Euroregion: a Laboratory for Police and Judicial Cooperation in the European Union*
41. THE MEUSE–RHINE EUROREGION: A LABORATORY FOR POLICE AND JUDICIAL COOPERATION IN THE EUROPEAN UNION* 1. Introduction Over the past few decades, economic and social integration within the European Union (EU) has rapidly gained momentum. This integration has been largely facili- tated by the Schengen Implementation Convention of 1990, which abolished border controls between the member states.1 However, this easing of border controls has also improved and expanded the opportunities for criminals to engage in cross-border illegal activities. Therefore, police and judicial cooperation has now become a high priority on the European Union’s agenda. The authorities in urbanized border areas are usually the first to be confronted by new developments in cross-border crime. As a result, opportunities for law- enforcement cooperation are quickly grasped, and practical innovations are devised as far as the conventions permit. Hence, border areas often serve as ‘laboratories’ for police and judicial cooperation. A clear example of this is the Meuse-Rhine Euroregion, located in the border areas of the Netherlands, Belgium and Germany. From a scholarly point of view, jurists have largely dominated the discussion about police and judicial cooperation (Corstens and Pradel 2002; Peers 2000; Sabatier 2001). This is easily explained by the fact that up until now criminologists have con- ducted relatively little empirical research on this topic. However, the Meuse-Rhine Euroregion is an exception to the rule, as several studies about police and judicial cooperation with regard to the area have been published over the years (Hofstede and Faure 1993; Spapens 2002, 2008a; Spapens and Fijnaut 2005). -
Food for the Future
Food for the Future Rotterdam, September 2018 Innovative capacity of the Rotterdam Food Cluster Activities and innovation in the past, the present and the Next Economy Authors Dr N.P. van der Weerdt Prof. dr. F.G. van Oort J. van Haaren Dr E. Braun Dr W. Hulsink Dr E.F.M. Wubben Prof. O. van Kooten Table of contents 3 Foreword 6 Introduction 9 The unique starting position of the Rotterdam Food Cluster 10 A study of innovative capacity 10 Resilience and the importance of the connection to Rotterdam 12 Part 1 Dynamics in the Rotterdam Food Cluster 17 1 The Rotterdam Food Cluster as the regional entrepreneurial ecosystem 18 1.1 The importance of the agribusiness sector to the Netherlands 18 1.2 Innovation in agribusiness and the regional ecosystem 20 1.3 The agribusiness sector in Rotterdam and the surrounding area: the Rotterdam Food Cluster 21 2 Business dynamics in the Rotterdam Food Cluster 22 2.1 Food production 24 2.2 Food processing 26 2.3 Food retailing 27 2.4 A regional comparison 28 3 Conclusions 35 3.1 Follow-up questions 37 Part 2 Food Cluster icons 41 4 The Westland as a dynamic and resilient horticulture cluster: an evolutionary study of the Glass City (Glazen Stad) 42 4.1 Westland’s spatial and geological development 44 4.2 Activities in Westland 53 4.3 Funding for enterprise 75 4.4 Looking back to look ahead 88 5 From Schiedam Jeneverstad to Schiedam Gin City: historic developments in the market, products and business population 93 5.1 The production of (Dutch) jenever 94 5.2 The origin and development of the Dutch jenever -
The Ecology O F the Estuaries of Rhine, Meuse and Scheldt in The
TOPICS IN MARINE BIOLOGY. ROS. J. D. (ED.). SCIENT. MAR . 53(2-3): 457-463 1989 The ecology of the estuaries of Rhine, Meuse and Scheldt in the Netherlands* CARLO HEIP Delta Institute for Hydrobiological Research. Yerseke. The Netherlands SUMMARY: Three rivers, the Rhine, the Meuse and the Scheldt enter the North Sea close to each other in the Netherlands, where they form the so-called delta region. This area has been under constant human influence since the Middle Ages, but especially after a catastrophic flood in 1953, when very important coastal engineering projects changed the estuarine character of the area drastically. Freshwater, brackish water and marine lakes were formed and in one of the sea arms, the Eastern Scheldt, a storm surge barrier was constructed. Only the Western Scheldt remained a true estuary. The consecutive changes in this area have been extensively monitored and an important research effort was devoted to evaluate their ecological consequences. A summary and synthesis of some of these results are presented. In particular, the stagnant marine lake Grevelingen and the consequences of the storm surge barrier in the Eastern Scheldt have received much attention. In lake Grevelingen the principal aim of the study was to develop a nitrogen model. After the lake was formed the residence time of the water increased from a few days to several years. Primary production increased and the sediments were redistributed but the primary consumers suchs as the blue mussel and cockles survived. A remarkable increase ofZostera marina beds and the snail Nassarius reticulatus was observed. The storm surge barrier in the Eastern Scheldt was just finished in 1987. -
Half a Century of Morphological Change in the Haringvliet and Grevelingen Ebb-Tidal Deltas (SW Netherlands) - Impacts of Large-Scale Engineering 1964-2015
Half a century of morphological change in the Haringvliet and Grevelingen ebb-tidal deltas (SW Netherlands) - Impacts of large-scale engineering 1964-2015 Ad J.F. van der Spek1,2; Edwin P.L. Elias3 1Deltares, P.O. Box 177, 2600 MH Delft, The Netherlands; [email protected] 2Faculty of Geosciences, Utrecht University, P.O. Box 80115, 3508 TC Utrecht 3Deltares USA, 8070 Georgia Ave, Silver Spring, MD 20910, U.S.A.; [email protected] Abstract The estuaries in the SW Netherlands, a series of distributaries of the rivers Rhine, Meuse and Scheldt known as the Dutch Delta, have been engineered to a large extent. The complete or partial damming of these estuaries in the nineteensixties had an enormous impact on their ebb-tidal deltas. The strong reduction of the cross-shore tidal flow triggered a series of morphological changes that includes erosion of the ebb delta front, the building of a coast-parallel, linear intertidal sand bar at the seaward edge of the delta platform and infilling of the tidal channels. The continuous extension of the port of Rotterdam in the northern part of the Haringvliet ebb-tidal delta increasingly sheltered the latter from the impact of waves from the northwest and north. This led to breaching and erosion of the shore-parallel bar. Moreover, large-scale sedimentation diminished the average depth in this area. The Grevelingen ebb-tidal delta has a more exposed position and has not reached this stage of bar breaching yet. The observed development of the ebb-tidal deltas caused by restriction or even blocking of the tidal flow in the associated estuary or tidal inlet is summarized in a conceptual model. -
Resilience and the Threat of Natural Disasters in Europe Denis Binder
Resilience and the Threat of Natural Disasters in Europe Denis Binder, Chapman University, United States The European Conference on Sustainability, Energy & the Environment 2018 Official Conference Proceedings iafor The International Academic Forum www.iafor.org Introduction This paper focuses on the existential threat of natural hazards. History and recent experience tell us that the most constant, and predictable, hazard in Europe is that of widespread flooding with storms, often with hurricane force winds, slamming the coastal area and causing flooding inland as well. The modern world is seemingly plagued with the scourges of the Old Testament: earthquakes, floods, tsunamis, volcanoes, hurricanes and cyclones, wildfires, avalanches and landslides. Hundreds of thousands, if not millions, have perished globally in natural hazards, falling victim to extreme forces of nature. None of these perils are new to civilization. Both the Gilgamesh Epic1 and the Old Testament talk of epic floods.2 The Egyptians faced ten plagues. The Minoans, Greeks, Romans, Byzantines, and Ottomans experienced earthquakes, tsunamis, volcanic eruptions, and pestilence. A cyclone destroyed Kublai Khan’s invasion fleet of Japan on August 15, 1281. A massive earthquake in Shaanxi Province, China on January 23, 1556 is estimated to have killed 830,000 persons. A discussion of extreme hazards often involves a common misconception of 100 year floods, 500 year floods, 200 year returns, and similar periods. A mistaken belief is that a “100 year” flood only occurs once a century. The measurement period is a statistical average over an extended period of time. It is not a means of forecasting. It means that on average a storm of that magnitude will occur once in a hundred years, but these storms could be back to back. -
Hydraulic Structures General
Course CIE3330 Hydraulic Structures General November 2009 Faculty of Civil Engineering and Faculty Geosciences Contributions to these lecture notes were made by: dr. ir. S. van Baars ir. K.G. Bezuyen ir. W.Colenbrander ir. H.K.T. Kuijper ir. W.F. Molenaar ir. C. Spaargaren prof. ir. drs. J.K. Vrijling Delft University of Technology Artikelnummer 06917290037 CT3330 Hydraulic Structures 1 (empty page) ©Department of Hydraulic Engineering Faculty of Civil Engineering ii Nov 2009 Delft University of Technology CT3330 Hydraulic Structures 1 TABLE OF CONTENTS PREFACE..................................................................................................................................................... v READER TO THESE LECTURE NOTES .................................................................................................... v THE COURSE HYDRAULIC STRUCTURES 1 – CT3330 ......................................................................... vi 1. Introduction to Hydraulic Structures................................................................................................. 1-1 1.1 Piers ................................................................................................................................................. 1-2 1.2 Artificial islands ................................................................................................................................ 1-5 1.3 Breakwaters .................................................................................................................................... -
Zeeland 2008 Hippo’S Cruise to the NKDE Summer Meeting
Zeeland 2008 Hippo’s cruise to the NKDE Summer Meeting Jim Hopwood describes his trip to join the NKDE Summer meeting in the Grevelingenmeer and confesses to a little carelessness on the way home. Ambitious plans to sail from Ashlett were abandoned in view of the strong winds forecast and I gate-crashed the Poole rally instead. Having survived the trip back in a forecast 4 or 5 which turned into a recorded 6 gusting 7, and with an improving forecast, I felt ready to face the North Sea. But where to start? Ramsgate would be ideal but the launching fees at the marina are so outrageous (£31 each way!!) I decided on Sandwich instead. This is a much more Drascomby kind of place. The narrow slipway gives access to a muddy river fringed with reeds and it’s free – but only useable 2 hours either side of high water. I launched in the evening and left as early as possible in the morning. Apart from the shiny new Pfizer drugs factory, the river banks are mostly derelict with various abandoned quays, old sea walls and the occasional wreck. The rudder bounced over a few solid objects even in midstream with the echo sounder showing 5 or 6 feet. However, the lower river is very attractive with a large group of impassive seals, a huge flock of oystercatchers, many other birds and acres of marshes and golden sand. From Ramsgate the plan would have been to take the last of the flood tide south, inside the Goodwins, then the ebb east along the French coast.