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Έργα

Construction of Trischendamms, Friedrichskoog, Schleswig- Holstein, (20th c.)

Trischendamm
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The Trischendamm is part of the protection infrastructure of Friedrichskoog.

Construction of flood gate, pumping station and dike wall, Hoopte, Lower Saxony (20th c.)

Hoopte Flood Barrier
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Completion of the flood protection for Hoopte.

Dike inspection and reinforcement, North Sea coast, Lower Saxony (20th c.)

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After the Hollandflut (storm surge from 1953) the dike lines along the Elbe were inspected and reinforced (weak sections in the dike line) as prote...

Management of water level of swamps, Les Boucholeurs

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The objective will be to anticipate the alert ensuring the "drain" of some marshes in order to improve the storage capacity to accommodate the wate...

Adjustment of fairway, Stadersand, Lower Saxony (20th c.)

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Widening of the fairway curve at Stadersand. The widening of the Elbe occured as consequence of the rising port operations and the bigger ships app...

Adjustment of fairway, Lühe, Lower Saxony(20th c.)

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Widening of the fairway curve in front of the mouth of Lühe. The Widening of the Elbe occured as consequence of the rising port operations and the ...

Excavations of Schwarztonnensand, Hamburg (20th c.)

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Improvement of fairway conditions of the Elbe.

Les Boucholeurs 4

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A brochure will be distributed to the entire population and inform on the existing documents on the knowledge and management of major risks, the re...

Observatory of exposure and vulnerability, Les Boucholeurs

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The creation of an observatory of issues and vulnerability aims to adopt a compliance strategy for the development of territory in a concerted mann...

Conventional urban drainage systems, Marbella

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Flood and CSO problems are traditionally solved with conventional solutions such as increasing the capacity of sewers with new ones.

Construction of the Elbe weir, Geesthacht , Schleswig- Holstein (20th c.)

Weir_Geesthacht
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By the consturction of the weir at Geesthacht the limit of tidal influence to the Elbe is fixed.

Green wall, London

London's largest living wall will "combat flooding"
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London’s Largest Living Wall. The huge green wall covering an entire facade of a hotel, making it the largest wall of vertical plants in London. Th...

Red alert exercise and Protection plan, Les Boucholeurs

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Operational Plan specifies the activities need to be organized, to deal with a consecutive event with major known risks by ensuring the warning, in...

Afforestation, North Rhine-Westphalia

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In North Rhine-Westphalia, Germany, the forest conversion from conifers towards deciduous woodlands lowered the water demand of the forests and sho...

Vulnerability assessment, Terceira Island

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Due to sea level rise (SLR), some freshwater springs could disappear below the seawater line. The fresh water lens underneath the island will shrin...

Detention basin, South-East England

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In South-East England, seven large-scale water storage facilities are being considered to increase storage capacity by 2020 for a total cost of app...

Flood insurance initiatives

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Worldwide insurers like the German-based Allianz and the British-based HSBC propose global funds in order to spread the risk across clients as a fo...

Aquifer recharge, Paso del Norte, Texas

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In 2006 intense, localized storms with up to 30 inches of rainfall were reported in some parts of the Paso del Norte region, consisting of El Paso ...

Construction of dikes and flood barrier, Wedeler Au, Schleswig-Holstein (20th c.)

Wedeler Au Flood Barrier
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Previously unprotected residential areas are included in the flood protection.

Construction of flood barrier, Billwerder bay, Hamburg (20th c.)

Billwerder Flood Barrier
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Dike line can be shortened to 18km. Hardly possible increase in Bille dikes can be avoided

Flood Insurance, GDV

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The German insurance association (GDV) has launched its Project Climate Change in 2007, which aims, among other objectives, at preparing new produc...

Redesign of flood protection system, Hamburg (21st c.)

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Initialization of new construction program for flood protection. As a consequence of the storm surge of 1976 the complete flood protection line is ...

Combination of measures, Saulxures and Pulnoy, Nancy

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In Saulxures and Pulnoy near Nancy, France, public parks were equipped in order to store up to 13,000 and 4,000m3 of rainwater respectively. In bot...

Hydraulic fillings: Hollerwettern-Scheelenkuhlen, Vorland Glückstadt, Fährmannssand, Hanskalbsand until Neßsand, Hetlinger Schanze, Bützflether Sand, Schwarztonnensand, Pagensand and Giesensand (20th c.)

Hydraulic fillings and Elbsände
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Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the area of the islands.

Tidal Elbe concept, Spadenlander Busch, Kreetsand (21st c.)

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Within the "Tidal Elbe concept" the measures were applied to create new flood plains and natural shallow water areas.

Building of 60 polders in the port area (private flood protection), Hamburg (20th c.)

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Flood protection for the port areas was increased after the storm surge of 1976 which caused severe damages to the port area.

Channel adjustments, Freiburger Watt, Lower Saxony (20th c.)

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The depth of the Freiburger watt were adjusted to the depth of the harbour tideway.

Construction of dike, Groden (Hadeln), Lower Saxony (20th c.)

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Initial protection of the area of Groden.

Construction of pumping station with sluice and two weirs, Kuckuckshorn/Wilhelmsburg, Hamburg (20th c.)

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Drainage of Wilhelmsburg is significantly improved.

Flood barriers, Nikolaifleet and Herrengrabenfleet, Hamburg (20th c.)

Heerengrabenfleet Flood Barrier
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Flood protection downtown,but reduction of the originally available inundation area.

Flood protection system, St. Pauli Fischmarkt, Hamburg (20th c.)

Fischmarkt
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Since the storm surge of 1976 St. Pauli Fischmarkt is protected by a flood protection promenade.

Part backfilling and Port restructuring, Mühlenberger Loch, Hamburg (21st c.)

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Within the port restructuring process reclamation of land was also implemented.

Relocation of dike, Alte Süderelbe, Hamburg (20th c.)

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Relocation of the dike line to the Lower Elbe with the inclusion of Altenwerder and Finkenwerder and dike connection at the Alte Süderelbe. Severe...

Relocation of dike, Hahnhöfer Sand, Hamburg (20th c.)

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In consequence of the storm surge of 1976 the dike protecting Hahnhöfer sand is relocated to the waterside.

Shore replenishment, Siebenhöfen, Lower Saxony

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Replenishment of lost foreland areas.

Dam, Hanskalbsand and Neßsand (20th c.)

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Hanskalbsand and Neßsand islands are connected by a 1m above MHT dam. By the connection through the Schladermundsche Allee, the both islands' flow ...

Smart Flow, Reiderland

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The municipality of Reiderland was having problems with the sewers: there was leakage and too many overflows, resulting in pollution of the groundw...

Dike, Les Boucholeurs

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proposed work are defined in strengthening and development for trading on protection of existing structures and the construction of a dike belt on ...

Redesigned flood protection system, Hamburg Port (20th c.)

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Street level of the Hafenrandstraße is 3m under the flood protection level.

Relocation of dike, Nordkehding, Lower Saxony (20th c.)

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Relocation of the dike From Ostemündung to Freiburg Lower Saxony: Nordkehdingen (20th c.), 50km² newly diked area.

Relocation of dikes, Krautsand and Asseler Sand, Lower Saxony (20th c.)

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Relocation of the dikes at Krautsand and Asseler Sand, Lower Saxony. The storm surge of 1962 led to huge damages in this area. In the aftermath of ...

Construction of sluice and pumping station, Alsterfleet, Hamburg (20th c.)

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Sluice and pumping station provides the flood protection for the city center since 1962.

Adjustment of fairway, Lühe and Stadersand, Lower Saxony (20th c.)

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Widening the fairway curve at the Lühe and Stadersand. Widening of the Elbe as consequence of the rising port operations and the bigger ships appro...

Flood forecasting and early warning, Marbella

Radar precipitation estimates and forecasting for the next 2 hours through a cloud-based EWS
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Mediterranean coastal city afected by strong precipitation events. A cloud-based Early Warning System (EWS) using radar precipitations estimates is...

Increased capacity of sewer/drainage system, Marbella

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Flood and CSO problems are traditionally solved with conventional solutions such as increasing the capacity of sewers with new ones.

Flood barrier, Lühe, Lower Saxony (20th c.)

Lühe Flood Barrier
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Flood barrier at the mouth of the Lühe. Reduction of the neccessary flood plain.

Groin, Les Boucholeurs

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The proposed works are defined by the establishment of a structure to protect against erosion stock sandy and beach nourishment. The arrangement wi...

Artificial sand dunes and dune rehalibitation, Les Boucholeurs

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Work program that will stabilize and/or strengthen the dunes and thereby maintain the current level of protection against the sea. The facilities w...

Beach nourishment, Les Boucholeurs

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The application of beach nourishment in the area of Chatelaillon, aims to stabilize solarium and beach profile which play an important role in damp...

Regulation of Grevebækken, Greve Landsby

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Greve Landsby is prone to flooding due to heavy rainfall. In 2008, analysis of runoff and drainage capacities at Hederenden and Grevebækken was con...

Increased capacity of sewer/drainage system, Paris

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Paris has inaugurated in 2009 Europe’s largest underground stormwater storage tunnel to date, with a 1.86km long 30m deep tunnel of 6.80m diameter ...

Climate Change Adaptation, Greve

The new meandering stream between Lillegade and Degnestrædet
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In the light of the severe floodings in Greve, Greve is now investing significantly in building capacities to cope with future flooding incidences....

Dike construction, Glücksatdt Nord (20th c.)

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By installation of the new dike the main dike line is shortened to 500m

Combined measures, Karlstrup Mose, Denmark

Project Overview for the Karlstrup Mose Water and Environmental Project
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Flooding occurs in the surrounding residential areas when marshes are filles and hydrologic inflows exceed the drainage capacity of the existing su...

Construction of sluice and pumping station, Bullenhausen, Lower Saxony (20th c.)

Bullenhausen Sluice and Pumping Station
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Descending tidal low water of the Elbe allows for improved drainage of the marshes by a deepening of the sluice bottom.

Dike construction, Cranz, Hamburg (20th c.)

Cranz Dike
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Initial protection of the area of Moorwerder.

Combined measures, Schleswig-Holstein, Seestermüher Marsch (20th c.)

Krückau Flood Barrier
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The application included diking and damming of Pinnau and Krückau (10km of new dike) and flood barriers in Seestermüher Marsch, Schleswig-Holstein...

Safety margins in new investment, River Neckar, Baden-Württemberg

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The question of a possible climatic change and the associated effects on human society is presently a major topic of public discussion. The observe...

Detention basin, Marbella

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Flood and CSO problems can also be solved by storing the flows and thus allowing to reduce floods and CSO discharges to the receiving waters.

Demountable flood protection barrier, Marbella

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Warnings to citizens from the Early Warning System as well as offline identification of flood risk areas will allow to implement demountable flood ...

Bluebelt Project, New York

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The Staten Island Bluebelt is an award winning, ecologically sound and cost-effective stormwater management for approximately one third of Staten I...

Wetland restoration, Danube Delta

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In the Lower Danube Delta, Romania, Hungary, Moldova and Ukraine agreed to restore over 2,000 km2 of floodplain in order to attenuate floods and re...

Continuous deepening of the tidal Elbe to 13,5m under MTnw with time, Tideelbe, Hamburg, Schleswig- Holstein, Lower Saxony (20th c.)

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Deepening of the Elbe as consequence of the rising port operations.

Fairway adjustment, Elbe river, Schleswig- Holstein, Lower Saxony(20th c.)

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Fairway adjustment of the tidal Elbe to 14.5m under MTnw with time. Deepening of the Elbe as consequence of the rising port operations.

Safety margins in new investment, San Diego

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O'Hara and Georgakakos (2008) have proposed a method to estimate the impact of climate change on reservoir design, with application to the San Dieg...

Shore replenishment, Schleswig-Holstein (20th c.)

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Shore replenishment in Störleitdamm until Bütteler Hafenpriel. Extension of the foreland to enhance the flood protection by sediment nourishment.

Building elevation, Hafencity, Hamburg

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A special solution had to be worked out to defend the new part of town against occasional storm surges. Surrounding HafenCity by dikes would have c...

High water flood mark, Les Boucholeurs

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Establishment of sea level marks on the territory to preserve the collective memory of the risk and raise awareness. Installation of twenty marks e...

Land use plan, Les Boucholeurs

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The implementation of a Natural Risk Prevention Plan (PPRN) - Coastal Risks, aims to take into consideration the risk of marine submersion in manag...

Maintenance of hydraulic structures of the storm drainage system, Les Boucholeurs

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This action is to implement maintenance procedures for works of drainage system of rainwater to soak maintain maximum capacity in the event of over...

Sustainable urban drainage systems, Marbella

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Implementation of measures commonly known as SUDS (Sustainable urban drainage systems).

Flood hazard mapping, Marbella

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Through the development of the 1D-2D hydraulic model, it will be able to map the different flood hazard areas for different return period rain events

Flood forecasting and early warning, Marbella

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The existing EWS to predict heavy rainfall events is coupled with a 1D-2D hydraulic model which will allow to predict flood levels and velocities i...

Construction of flood protection walls and sluice, Cuxhaven, Lower Saxony (20th c.)

Cuxhaven Sluice
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Tide open port is now largely closed against flooding.

Flood barrier and dike, Stör, Schleswig-Holstein (20th c.)

Stör Flood Barrier
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Flood barrier and dike at the mouth of the Stör (Hollerwettern until Ivenfleth). Shortening the main dike line to 80km.

Flood barrier, Este, Lower Saxony (20th c.)

Este Flood Barrier
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Flood barrier at the mouth of the Este. Reduction of the neccessary flood plain.

Flood barrier, Schwinge (Stade), Lower Saxony (20th c.)

Schwinge Flood Barrier
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The fllood barrier at the mouth of the Schwinge should prevent storm surges from running up the river Schwinge and inundating the areas around.

Redesign of flood protection system, Hamburg (20th c.)

Borghorst Dike
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Several storm surges and corresponding dike failure led to extensive inundations in the areas, which made it necessary to redesign the entire flood...

Sluice, Gose and Dove Elbe, Hamburg (20th c.)

Tatenberger Sluice
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Separation of Elbe by building the Tatenberg sluice, as flood protection of the areas around the Gose Elbe and Dove Elbe

Climate Adaptation Plan, Greve

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The climate is changing. The weather is expected to be, as they say, "warmer, wetter and wilder." Therefore, Greve Municipality seeks to protect ci...

Emergency Operation Centre, Marbella

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EWS will increase its benefits by providing the warnings to the Emergency operation centre, which according to a predefined protocol and the warni...

Construction of storm surge/flood barrier, Lühe, Lower Saxony (20th c.)

Lühe Flood Barrier
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This flood barier replaced the precursor which was further downstream.

Construction of flood barrier, Freiburger Hafenpriel, Lower Saxony (20th c.)

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Tide open port is now largely closed against flooding.

Construction of Seeve flood barrier, Wuhlenburg, Lower Saxony (20th c.)

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Flood protection could be improved and the dike line is shortened to 13,2km.

Flood barrier, Oste, Otterndorf, Lower Saxony (20th c.)

Oste Flood Barrier
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Flood barrier at the mouth of Oste in Otterndorf. Reduction of the originally available inundation area

Re-building of the Bisagno cover, Genoa

Photograph of the re-building of the final part of the culvert
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The Bisagno Basin Plan identifies a number of hydraulic structures and maintenance works to be performed to reduce flood of the city centre. One of...

Storm tide sluice, Friedrichskoog, Schleswig- Holstein (20th c.)

Storm tide sluice Friedrichskoog
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Initial construction of the storm tide sluice in the harbor of Friedrichskoog.

Increase capacity of sewer/drainage system, Berlin

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Berlin has partially achieved an extensive stormwater storage programme in its downtown area, already disposing in 2010 of a storage capacity of 21...

Construction of lood barrier, Ilmenau, Lower Saxony (20th c.)

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Winsen city that was virtually outside the dike, receives full protection against Elbe floods

Damming by flood barrier, Wischhafener Süderelbe, Lower Saxony, (20th c.)

Wischhafener Süderelbe Flood Barrier
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During storm surges extreme water level progate into the tributaries of the Elbe, including Wischhafener Süderelbe. To limit the threat of inundati...

Dike construction, Twielenfleth, Lower Saxony (20th c.)

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Initial protection of the area of Twielenfleth.

Dry-proofing, New York

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Some flood protection initiatives focused on the critical infrastructure for water supply and sanitation. In New York, U.S., the critical control s...

Hydraulic filling of islands, Tidal Elbe, (20th c.)

Elbsände
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Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the area of Schweinesand, Han...

Expansion of Rhinplatte Inseln, Rhinplatte (20th c.)

Rhinplate
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Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the area of Rhinplatte.

Dike reinforcement, Land Hadeln, Lower Saxony, (20th c.)

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Increase of the dike height. Due to the storm surge of 1976 a higher design water level was determined. The dikes need to be raised.

Awareness raising, Les Boucholeurs

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Achievement of the municipalities of Chatelaillon and Yves was to inform the citizen on natural and technological risks, as also on the town's prev...

Increased capacity of sewer/drainage system, Thames, London

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London is consulting on a € 6 B scheme to build a 39km tunnel of 7m diameter at a depth of nearly 80m beneath the river Thames. It will track the c...

Green roofs, Vesterbro, Copenhagen

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An urban renewal programme in Vesterbro, Copenhagen, Denmark, included a rainwater collection system on the roofs. The water is then brought to a s...

General plan - dike reinforcement, dike shortening and coastal protection,Marshland, Schleswig-Holstein (20th c.)

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Among other objectives the dike line should be shortened from 500km to 290km.

Afforestation, Ancient Olympia, Ileia

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The measures include the temporary installation of structures utilizing locally available timber in order to increase water retention. The installa...

Combined Measures, Acharnai, Attica

General design of Acharnai case study
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The municipality of Acharnai lies in the NW part of the Athens basin. The city expanded rapidly and in an uncontrolled manner from a little village...

Dike, Bützflether Sand, Lower Saxony (20th c.)

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Dike at Bützflether Sand is moved forward to the water side. The main dike line could be shortened at 5,9km. Furthermore, 8km² of land could be rec...

Dwelling mound concept, Hafen City, Hamburg (21st c.)

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The objective of this concept is to establish an equivalent private flood protection as the public flood protection.

Aquifer recharge, Maldives

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On the Maldives Islands, the groundwater becomes very saline due to insufficient aquifer recharge. It becomes even more saline in the dry periods a...

Aquifer recharge, Veurne Region

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The Intermunicipal Water Company of the Veurne region (IWVA) reuses wastewater effluent for groundwater recharge of an unconfined dune aquifer sinc...

Bypass channel, Bisagno River, Genoa

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Most of the Italian rivers and torrents are not able to carry the discharge with a return period of two hundred years without flooding their flood ...

Dual use of recreational and flood control measures, Ceres, California

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In Ceres, California, the dual use of a recreational and a flood control facility was integrated in the design of the West Landing Community Park. ...

Stormwater harvesting, Australia

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With the use of water approaching, and in some cases exceeding, the limits of sustainability in many locations, there is an increasing recognition ...

Combined sewer overflow, Helsingborg

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Helsingborg (pop. 123,000), on the south coast of Sweden, is a city undergoing change and is expected to grow over the next few decades. This prese...

Multi-functional flood defences, De Stadswerven and Westflank, Dordrecht

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The De Stadswerven case study was a redevelopment project in a former shipyard area, located on the edge of the historical city centre of Dordrecht...

Dual reservoir function, New York

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Due to climate change, in most parts of the world, drought and flood events are going to be more frequent and to affect regions which were initiall...

Floating houses, Maasbommel

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In a recreation area located outside the dikes near Maasbommel in Gelderland Province, 32 amphibious and 14 floating homes have been realised. The ...

Flood gate, Prague

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The main sewer system of Prague is combined and covers about 60% of the total city area. It consists of 2,360 km of sewers, 54,000 manholes, 140 CS...

Flood control dam, Kamaraki stream, Rethymno

One of the two flood control dams constructed in Kamaraki stream
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Rethymno faced severe damages during past flood events the main of which occurred on October 1991 and on November 1999. One of the engineering meas...

Flood insurance, USA

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Since standard homeowners insurance doesn't cover flooding, it's important to have protection from the floods associated with hurricanes, tropical ...

Flood hazard mapping, Manila, Ho-Chi-Minh, Bangkok

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The number of major cities located near coastlines, rivers, and deltas provides an indication of the population and assets at risk. Thirteen of the...

Flood forecasting and Early warning, Les Boucholeurs

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Establishment of a coastal monitoring system during major weather events as well as during periods of spring tides. The system will focus on strate...

Vulnerability assessment of people and properties on territory, Les Boucholeurs

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Before planning of actions to reduce the vulnerability of people and property, municipalities have made a diagnosis measuring the vulnerability of ...

Flood control dam, Rapentosa, Attica

General plan of Rapentosa dam
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Rapentosa dam is a detention dam which also assists in sediment retention and it is located 6.1 km upstream of Rapentosa river basin (Marathon area...

Dike relocation, Rhine river basin

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Within the INTERREG programme, between 2003 and 2008 flood alleviation measures were planned and implemented along the Rhine in Germany and the Net...

Rotterdam Water City 2035, Rotterdam

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Rotterdam Water City 2025, the Netherlands, is an ambitious programme to address water storage and quality in the city centre through green roofs, ...

Vulnerability Assessment, Zealand

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The combined effects of climate change are difficult to access and require integrated impact models. The objective of the present study is to quant...

ΠΔΣΚΠ C01 Αξιοποίηση φράγματος Ταμασού

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Αξιοποίηση φράγματος Ταμασού (2.8 εκατ.m3) στο ανάντη σημείο της ΠΔΣΚΠ C01 για την ανάσχεση της πλημμυρικής αιχμής. Το φράγμα είναι εμπλουτιστικό. ...

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C03 π. Μέρικα

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- Μελέτη οριοθέτησης-διευθέτησης κοίτης ρέματος κατάντη της Χ.Θ.1+725 (Γέφυρα Οδού Γρίβα Διγενή) έως την πλέον κατάντη διατομή του εξεταζόμενου τμή...

ΠΔΣΚΠ C14 Aξιοποίηση του εμπλουτιστικού φράγματος Γερμασόγειας

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Aξιοποίηση του εμπλουτιστικού φράγματος Γερμασόγειας, (χωρητικότητας 13.5 εκατ.m3), που βρίσκεται στην κεφαλή του κλάδου C14 για την ανάσχεση της π...

ΠΔΣΚΠ C16 Aξιοποίηση αρδευτικού φράγματος Πολεμιδίων

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Aξιοποίηση αρδευτικού φράγματος Πολεμιδίων (χωρητικότητας 3.4 εκατ.m3) που βρίσκεται ανάντη της ΠΔΣΚΠ C16 του π. Γαρύλλη για την ανάσχεση της πλημμ...

ΠΔΣΚΠ C09 Aξιοποίηση φραγμάτων Βάταινας και Ξυλοτύμπου

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Aξιοποίηση φραγμάτων Βάταινας (100.000m3) και Ξυλοτύμπου (50.000m3), ανάντη του κλάδου C09_1 και υφιστάμενου χωμάτινου αναβαθμού ύψους 8.0m στην κε...

ΠΔΣΚΠ C10 Aξιοποίηση φράγματος Παρθενίτη

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Aξιοποίηση φράγματος Παρθενίτη (90.000m3) ανάντη του κλάδου C10_2 για την ανάσχεση της πλημμυρικής αιχμής. Λαμβάνοντας υπόψη τον όγκο του ταμιευτή...

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C04 ρ. Καλόγερος

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- Μελέτη ανάσχεσης πλημμύρας στο ρ. Καλόγερο μέσω στεγνής λίμνης κατακράτησης (dry detention pond) που είναι δυνατό να κατασκευαστεί στο αριστερό ...

ΠΔΣΚΠ C05 π. Μέρικας

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ΠΔΣΚΠ C05: Διερεύνηση αποτελεσματικότητας υφιστάμενου αναβαθμού στη Χ.Θ. 1+382 του π. Μέρικας. Το μέτρο περιλαμβάνει την εκπόνηση τεχνικής και υ...

ΠΔΣΚΠ C06 π. Αλμυρός

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ΠΔΣΚΠ C06: Μελέτη ανάσχεσης πλημμυρών στην ανάντη λεκάνη απορροής του π. Αλμυρού με έργο στεγνής λίμνης κατακράτησης (dry detention pond) που θα λε...

ΠΔΣΚΠ C13 π. Λιμνάρκα

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ΠΔΣΚΠ C13: Διερεύνηση δυνατότητας κατασκευής έργων ανάσχεσης πλημμύρας στην κοίτη του π. Λιμνάρκα στο ανάντη τμήμα της λεκάνης απορροής. Το μέτρ...

ΠΔΣΚΠ C19 π. Αργάκι του Βασιλικού

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ΠΔΣΚΠ C19: Διερεύνηση δυνατότητας κατασκευής έργων ανάσχεσης πλημμύρας στην κοίτη του π. Αργάκι του Βασιλικού κατάντη της Χ.Θ. 0+500. Το μέτρο π...

ΠΔΣΚΠ C01 π. Πεδιαίος

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ΠΔΣΚΠ C01:Διερεύνηση αποτελεσματικότητας εγκάρσιου αναβαθμού στη Χ.Θ. 22+236 του π. Πεδιαίου, στην Κοινότητα Επισκοπειό. Το μέτρο περιλαμβάνει τ...

ΠΔΣΚΠ C08 π. Γιαλιάς

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ΠΔΣΚΠ C08: Αφαίρεση εμπλουτιστικών αναχωμάτων τα οποία αχρηστεύτηκαν λόγω πρόσχωσης μειώνοντας έτσι την κλίση και ενεργό διατομή του ποταμού και συ...

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C01 π. Πεδιαίος

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Παρατηρούνται υπερχειλίσεις του άνω ρου του εξεταζόμενου τμήματος του π. Πεδιαίου στην πλημμύρα 20ετίας κυρίως γύρω από κατοικημένες περιοχές. Επομ...

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C02 π. Κλήμος

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Π. Κλήμος, ανάντη της Χ.Θ. 5+112 για μήκος 260m: Επίτευξη τοπικής ανάσχεσης της πλημμυρικής αιχμής για προστασία των κατάντη ανεπτυγμένων περιοχών....

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C05 π. Μέρικα

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- Μελέτη για τη διερεύνηση δυνατότητας αύξησης της παροχετευτικότητας της κοίτης του κυρίως κλάδου του π. Μέρικα μεταξύ των Χ.Θ. 3+265 έως τη Χ.Θ. ...

ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C06 π. Αλμυρός

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π. Αλμυρός από τη Χ.Θ. 4+500 έως το κατάντη όριο του εξεταζόμενου τμήματος: Μελέτη αποκατάστασης κοίτης λόγω εμφανών πιέσεων από παρόχθιες βιομηχαν...

Έργα

Name Description of the application
Construction of Trischendamms, Friedrichskoog, Schleswig- Holstein, (20th c.) The Trischendamm is part of the protection infrastructure of Friedrichskoog.
Construction of flood gate, pumping station and dike wall, Hoopte, Lower Saxony (20th c.) Completion of the flood protection for Hoopte.
Dike inspection and reinforcement, North Sea coast, Lower Saxony (20th c.) After the Hollandflut (storm surge from 1953) the dike lines along the Elbe were inspected and reinforced (weak sections in ...
Management of water level of swamps, Les Boucholeurs The objective will be to anticipate the alert ensuring the "drain" of some marshes in order to improve the storage ...
Adjustment of fairway, Stadersand, Lower Saxony (20th c.) Widening of the fairway curve at Stadersand. The widening of the Elbe occured as consequence of the rising port operations ...
Adjustment of fairway, Lühe, Lower Saxony(20th c.) Widening of the fairway curve in front of the mouth of Lühe. The Widening of the Elbe occured as consequence ...
Excavations of Schwarztonnensand, Hamburg (20th c.) Improvement of fairway conditions of the Elbe.
Les Boucholeurs 4 A brochure will be distributed to the entire population and inform on the existing documents on the knowledge and management ...
Observatory of exposure and vulnerability, Les Boucholeurs The creation of an observatory of issues and vulnerability aims to adopt a compliance strategy for the development of territory ...
Conventional urban drainage systems, Marbella Flood and CSO problems are traditionally solved with conventional solutions such as increasing the capacity of sewers with new ones.
Construction of the Elbe weir, Geesthacht , Schleswig- Holstein (20th c.) By the consturction of the weir at Geesthacht the limit of tidal influence to the Elbe is fixed.
Green wall, London London’s Largest Living Wall. The huge green wall covering an entire facade of a hotel, making it the largest wall ...
Red alert exercise and Protection plan, Les Boucholeurs Operational Plan specifies the activities need to be organized, to deal with a consecutive event with major known risks by ...
Afforestation, North Rhine-Westphalia In North Rhine-Westphalia, Germany, the forest conversion from conifers towards deciduous woodlands lowered the water demand of the forests and ...
Vulnerability assessment, Terceira Island Due to sea level rise (SLR), some freshwater springs could disappear below the seawater line. The fresh water lens underneath ...
Detention basin, South-East England In South-East England, seven large-scale water storage facilities are being considered to increase storage capacity by 2020 for a total ...
Flood insurance initiatives Worldwide insurers like the German-based Allianz and the British-based HSBC propose global funds in order to spread the risk across ...
Aquifer recharge, Paso del Norte, Texas In 2006 intense, localized storms with up to 30 inches of rainfall were reported in some parts of the Paso ...
Construction of dikes and flood barrier, Wedeler Au, Schleswig-Holstein (20th c.) Previously unprotected residential areas are included in the flood protection.
Construction of flood barrier, Billwerder bay, Hamburg (20th c.) Dike line can be shortened to 18km. Hardly possible increase in Bille dikes can be avoided
Flood Insurance, GDV The German insurance association (GDV) has launched its Project Climate Change in 2007, which aims, among other objectives, at preparing ...
Redesign of flood protection system, Hamburg (21st c.) Initialization of new construction program for flood protection. As a consequence of the storm surge of 1976 the complete flood ...
Combination of measures, Saulxures and Pulnoy, Nancy In Saulxures and Pulnoy near Nancy, France, public parks were equipped in order to store up to 13,000 and 4,000m3 ...
Hydraulic fillings: Hollerwettern-Scheelenkuhlen, Vorland Glückstadt, Fährmannssand, Hanskalbsand until Neßsand, Hetlinger Schanze, Bützflether Sand, Schwarztonnensand, Pagensand and Giesensand (20th c.) Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the ...
Tidal Elbe concept, Spadenlander Busch, Kreetsand (21st c.) Within the "Tidal Elbe concept" the measures were applied to create new flood plains and natural shallow water areas.
Building of 60 polders in the port area (private flood protection), Hamburg (20th c.) Flood protection for the port areas was increased after the storm surge of 1976 which caused severe damages to the ...
Channel adjustments, Freiburger Watt, Lower Saxony (20th c.) The depth of the Freiburger watt were adjusted to the depth of the harbour tideway.
Construction of dike, Groden (Hadeln), Lower Saxony (20th c.) Initial protection of the area of Groden.
Construction of pumping station with sluice and two weirs, Kuckuckshorn/Wilhelmsburg, Hamburg (20th c.) Drainage of Wilhelmsburg is significantly improved.
Flood barriers, Nikolaifleet and Herrengrabenfleet, Hamburg (20th c.) Flood protection downtown,but reduction of the originally available inundation area.
Flood protection system, St. Pauli Fischmarkt, Hamburg (20th c.) Since the storm surge of 1976 St. Pauli Fischmarkt is protected by a flood protection promenade.
Part backfilling and Port restructuring, Mühlenberger Loch, Hamburg (21st c.) Within the port restructuring process reclamation of land was also implemented.
Relocation of dike, Alte Süderelbe, Hamburg (20th c.) Relocation of the dike line to the Lower Elbe with the inclusion of Altenwerder and Finkenwerder and dike connection at ...
Relocation of dike, Hahnhöfer Sand, Hamburg (20th c.) In consequence of the storm surge of 1976 the dike protecting Hahnhöfer sand is relocated to the waterside.
Shore replenishment, Siebenhöfen, Lower Saxony Replenishment of lost foreland areas.
Dam, Hanskalbsand and Neßsand (20th c.) Hanskalbsand and Neßsand islands are connected by a 1m above MHT dam. By the connection through the Schladermundsche Allee, the ...
Smart Flow, Reiderland The municipality of Reiderland was having problems with the sewers: there was leakage and too many overflows, resulting in pollution ...
Dike, Les Boucholeurs proposed work are defined in strengthening and development for trading on protection of existing structures and the construction of a ...
Redesigned flood protection system, Hamburg Port (20th c.) Street level of the Hafenrandstraße is 3m under the flood protection level.
Relocation of dike, Nordkehding, Lower Saxony (20th c.) Relocation of the dike From Ostemündung to Freiburg Lower Saxony: Nordkehdingen (20th c.), 50km² newly diked area.
Relocation of dikes, Krautsand and Asseler Sand, Lower Saxony (20th c.) Relocation of the dikes at Krautsand and Asseler Sand, Lower Saxony. The storm surge of 1962 led to huge damages ...
Construction of sluice and pumping station, Alsterfleet, Hamburg (20th c.) Sluice and pumping station provides the flood protection for the city center since 1962.
Adjustment of fairway, Lühe and Stadersand, Lower Saxony (20th c.) Widening the fairway curve at the Lühe and Stadersand. Widening of the Elbe as consequence of the rising port operations ...
Flood forecasting and early warning, Marbella Mediterranean coastal city afected by strong precipitation events. A cloud-based Early Warning System (EWS) using radar precipitations estimates is implemented ...
Increased capacity of sewer/drainage system, Marbella Flood and CSO problems are traditionally solved with conventional solutions such as increasing the capacity of sewers with new ones.
Flood barrier, Lühe, Lower Saxony (20th c.) Flood barrier at the mouth of the Lühe. Reduction of the neccessary flood plain.
Groin, Les Boucholeurs The proposed works are defined by the establishment of a structure to protect against erosion stock sandy and beach nourishment. ...
Artificial sand dunes and dune rehalibitation, Les Boucholeurs Work program that will stabilize and/or strengthen the dunes and thereby maintain the current level of protection against the sea. ...
Beach nourishment, Les Boucholeurs The application of beach nourishment in the area of Chatelaillon, aims to stabilize solarium and beach profile which play an ...
Regulation of Grevebækken, Greve Landsby Greve Landsby is prone to flooding due to heavy rainfall. In 2008, analysis of runoff and drainage capacities at Hederenden ...
Increased capacity of sewer/drainage system, Paris Paris has inaugurated in 2009 Europe’s largest underground stormwater storage tunnel to date, with a 1.86km long 30m deep tunnel ...
Climate Change Adaptation, Greve In the light of the severe floodings in Greve, Greve is now investing significantly in building capacities to cope with ...
Dike construction, Glücksatdt Nord (20th c.) By installation of the new dike the main dike line is shortened to 500m
Combined measures, Karlstrup Mose, Denmark Flooding occurs in the surrounding residential areas when marshes are filles and hydrologic inflows exceed the drainage capacity of the ...
Construction of sluice and pumping station, Bullenhausen, Lower Saxony (20th c.) Descending tidal low water of the Elbe allows for improved drainage of the marshes by a deepening of the sluice ...
Dike construction, Cranz, Hamburg (20th c.) Initial protection of the area of Moorwerder.
Combined measures, Schleswig-Holstein, Seestermüher Marsch (20th c.) The application included diking and damming of Pinnau and Krückau (10km of new dike) and flood barriers in Seestermüher Marsch, ...
Safety margins in new investment, River Neckar, Baden-Württemberg The question of a possible climatic change and the associated effects on human society is presently a major topic of ...
Detention basin, Marbella Flood and CSO problems can also be solved by storing the flows and thus allowing to reduce floods and CSO ...
Demountable flood protection barrier, Marbella Warnings to citizens from the Early Warning System as well as offline identification of flood risk areas will allow to ...
Bluebelt Project, New York The Staten Island Bluebelt is an award winning, ecologically sound and cost-effective stormwater management for approximately one third of Staten ...
Wetland restoration, Danube Delta In the Lower Danube Delta, Romania, Hungary, Moldova and Ukraine agreed to restore over 2,000 km2 of floodplain in order ...
Continuous deepening of the tidal Elbe to 13,5m under MTnw with time, Tideelbe, Hamburg, Schleswig- Holstein, Lower Saxony (20th c.) Deepening of the Elbe as consequence of the rising port operations.
Fairway adjustment, Elbe river, Schleswig- Holstein, Lower Saxony(20th c.) Fairway adjustment of the tidal Elbe to 14.5m under MTnw with time. Deepening of the Elbe as consequence of the ...
Safety margins in new investment, San Diego O'Hara and Georgakakos (2008) have proposed a method to estimate the impact of climate change on reservoir design, with application ...
Shore replenishment, Schleswig-Holstein (20th c.) Shore replenishment in Störleitdamm until Bütteler Hafenpriel. Extension of the foreland to enhance the flood protection by sediment nourishment.
Building elevation, Hafencity, Hamburg A special solution had to be worked out to defend the new part of town against occasional storm surges. Surrounding ...
High water flood mark, Les Boucholeurs Establishment of sea level marks on the territory to preserve the collective memory of the risk and raise awareness. Installation ...
Land use plan, Les Boucholeurs The implementation of a Natural Risk Prevention Plan (PPRN) - Coastal Risks, aims to take into consideration the risk of ...
Maintenance of hydraulic structures of the storm drainage system, Les Boucholeurs This action is to implement maintenance procedures for works of drainage system of rainwater to soak maintain maximum capacity in ...
Sustainable urban drainage systems, Marbella Implementation of measures commonly known as SUDS (Sustainable urban drainage systems).
Flood hazard mapping, Marbella Through the development of the 1D-2D hydraulic model, it will be able to map the different flood hazard areas for ...
Flood forecasting and early warning, Marbella The existing EWS to predict heavy rainfall events is coupled with a 1D-2D hydraulic model which will allow to predict ...
Construction of flood protection walls and sluice, Cuxhaven, Lower Saxony (20th c.) Tide open port is now largely closed against flooding.
Flood barrier and dike, Stör, Schleswig-Holstein (20th c.) Flood barrier and dike at the mouth of the Stör (Hollerwettern until Ivenfleth). Shortening the main dike line to 80km.
Flood barrier, Este, Lower Saxony (20th c.) Flood barrier at the mouth of the Este. Reduction of the neccessary flood plain.
Flood barrier, Schwinge (Stade), Lower Saxony (20th c.) The fllood barrier at the mouth of the Schwinge should prevent storm surges from running up the river Schwinge and ...
Redesign of flood protection system, Hamburg (20th c.) Several storm surges and corresponding dike failure led to extensive inundations in the areas, which made it necessary to redesign ...
Sluice, Gose and Dove Elbe, Hamburg (20th c.) Separation of Elbe by building the Tatenberg sluice, as flood protection of the areas around the Gose Elbe and Dove ...
Climate Adaptation Plan, Greve The climate is changing. The weather is expected to be, as they say, "warmer, wetter and wilder." Therefore, Greve Municipality ...
Emergency Operation Centre, Marbella EWS will increase its benefits by providing the warnings to the Emergency operation centre, which according to a predefined protocol ...
Construction of storm surge/flood barrier, Lühe, Lower Saxony (20th c.) This flood barier replaced the precursor which was further downstream.
Construction of flood barrier, Freiburger Hafenpriel, Lower Saxony (20th c.) Tide open port is now largely closed against flooding.
Construction of Seeve flood barrier, Wuhlenburg, Lower Saxony (20th c.) Flood protection could be improved and the dike line is shortened to 13,2km.
Flood barrier, Oste, Otterndorf, Lower Saxony (20th c.) Flood barrier at the mouth of Oste in Otterndorf. Reduction of the originally available inundation area
Re-building of the Bisagno cover, Genoa The Bisagno Basin Plan identifies a number of hydraulic structures and maintenance works to be performed to reduce flood of ...
Storm tide sluice, Friedrichskoog, Schleswig- Holstein (20th c.) Initial construction of the storm tide sluice in the harbor of Friedrichskoog.
Increase capacity of sewer/drainage system, Berlin Berlin has partially achieved an extensive stormwater storage programme in its downtown area, already disposing in 2010 of a storage ...
Construction of lood barrier, Ilmenau, Lower Saxony (20th c.) Winsen city that was virtually outside the dike, receives full protection against Elbe floods
Damming by flood barrier, Wischhafener Süderelbe, Lower Saxony, (20th c.) During storm surges extreme water level progate into the tributaries of the Elbe, including Wischhafener Süderelbe. To limit the threat ...
Dike construction, Twielenfleth, Lower Saxony (20th c.) Initial protection of the area of Twielenfleth.
Dry-proofing, New York Some flood protection initiatives focused on the critical infrastructure for water supply and sanitation. In New York, U.S., the critical ...
Hydraulic filling of islands, Tidal Elbe, (20th c.) Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the ...
Expansion of Rhinplatte Inseln, Rhinplatte (20th c.) Hydraulic filling as consequence of the depeening of the Elbe and ist fairway. The excavated sediment if deposited on the ...
Dike reinforcement, Land Hadeln, Lower Saxony, (20th c.) Increase of the dike height. Due to the storm surge of 1976 a higher design water level was determined. The ...
Awareness raising, Les Boucholeurs Achievement of the municipalities of Chatelaillon and Yves was to inform the citizen on natural and technological risks, as also ...
Increased capacity of sewer/drainage system, Thames, London London is consulting on a € 6 B scheme to build a 39km tunnel of 7m diameter at a depth ...
Green roofs, Vesterbro, Copenhagen An urban renewal programme in Vesterbro, Copenhagen, Denmark, included a rainwater collection system on the roofs. The water is then ...
General plan - dike reinforcement, dike shortening and coastal protection,Marshland, Schleswig-Holstein (20th c.) Among other objectives the dike line should be shortened from 500km to 290km.
Afforestation, Ancient Olympia, Ileia The measures include the temporary installation of structures utilizing locally available timber in order to increase water retention. The installation ...
Combined Measures, Acharnai, Attica The municipality of Acharnai lies in the NW part of the Athens basin. The city expanded rapidly and in an ...
Dike, Bützflether Sand, Lower Saxony (20th c.) Dike at Bützflether Sand is moved forward to the water side. The main dike line could be shortened at 5,9km. ...
Dwelling mound concept, Hafen City, Hamburg (21st c.) The objective of this concept is to establish an equivalent private flood protection as the public flood protection.
Aquifer recharge, Maldives On the Maldives Islands, the groundwater becomes very saline due to insufficient aquifer recharge. It becomes even more saline in ...
Aquifer recharge, Veurne Region The Intermunicipal Water Company of the Veurne region (IWVA) reuses wastewater effluent for groundwater recharge of an unconfined dune aquifer ...
Bypass channel, Bisagno River, Genoa Most of the Italian rivers and torrents are not able to carry the discharge with a return period of two ...
Dual use of recreational and flood control measures, Ceres, California In Ceres, California, the dual use of a recreational and a flood control facility was integrated in the design of ...
Stormwater harvesting, Australia With the use of water approaching, and in some cases exceeding, the limits of sustainability in many locations, there is ...
Combined sewer overflow, Helsingborg Helsingborg (pop. 123,000), on the south coast of Sweden, is a city undergoing change and is expected to grow over ...
Multi-functional flood defences, De Stadswerven and Westflank, Dordrecht The De Stadswerven case study was a redevelopment project in a former shipyard area, located on the edge of the ...
Dual reservoir function, New York Due to climate change, in most parts of the world, drought and flood events are going to be more frequent ...
Floating houses, Maasbommel In a recreation area located outside the dikes near Maasbommel in Gelderland Province, 32 amphibious and 14 floating homes have ...
Flood gate, Prague The main sewer system of Prague is combined and covers about 60% of the total city area. It consists of ...
Flood control dam, Kamaraki stream, Rethymno Rethymno faced severe damages during past flood events the main of which occurred on October 1991 and on November 1999. ...
Flood insurance, USA Since standard homeowners insurance doesn't cover flooding, it's important to have protection from the floods associated with hurricanes, tropical storms, ...
Flood hazard mapping, Manila, Ho-Chi-Minh, Bangkok The number of major cities located near coastlines, rivers, and deltas provides an indication of the population and assets at ...
Flood forecasting and Early warning, Les Boucholeurs Establishment of a coastal monitoring system during major weather events as well as during periods of spring tides. The system ...
Vulnerability assessment of people and properties on territory, Les Boucholeurs Before planning of actions to reduce the vulnerability of people and property, municipalities have made a diagnosis measuring the vulnerability ...
Flood control dam, Rapentosa, Attica Rapentosa dam is a detention dam which also assists in sediment retention and it is located 6.1 km upstream of ...
Dike relocation, Rhine river basin Within the INTERREG programme, between 2003 and 2008 flood alleviation measures were planned and implemented along the Rhine in Germany ...
Rotterdam Water City 2035, Rotterdam Rotterdam Water City 2025, the Netherlands, is an ambitious programme to address water storage and quality in the city centre ...
Vulnerability Assessment, Zealand The combined effects of climate change are difficult to access and require integrated impact models. The objective of the present ...
ΠΔΣΚΠ C01 Αξιοποίηση φράγματος Ταμασού Αξιοποίηση φράγματος Ταμασού (2.8 εκατ.m3) στο ανάντη σημείο της ΠΔΣΚΠ C01 για την ανάσχεση της πλημμυρικής αιχμής. Το φράγμα είναι ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C03 π. Μέρικα - Μελέτη οριοθέτησης-διευθέτησης κοίτης ρέματος κατάντη της Χ.Θ.1+725 (Γέφυρα Οδού Γρίβα Διγενή) έως την πλέον κατάντη διατομή του εξεταζόμενου τμήματος ...
ΠΔΣΚΠ C14 Aξιοποίηση του εμπλουτιστικού φράγματος Γερμασόγειας Aξιοποίηση του εμπλουτιστικού φράγματος Γερμασόγειας, (χωρητικότητας 13.5 εκατ.m3), που βρίσκεται στην κεφαλή του κλάδου C14 για την ανάσχεση της πλημμυρικής ...
ΠΔΣΚΠ C16 Aξιοποίηση αρδευτικού φράγματος Πολεμιδίων Aξιοποίηση αρδευτικού φράγματος Πολεμιδίων (χωρητικότητας 3.4 εκατ.m3) που βρίσκεται ανάντη της ΠΔΣΚΠ C16 του π. Γαρύλλη για την ανάσχεση της ...
ΠΔΣΚΠ C09 Aξιοποίηση φραγμάτων Βάταινας και Ξυλοτύμπου Aξιοποίηση φραγμάτων Βάταινας (100.000m3) και Ξυλοτύμπου (50.000m3), ανάντη του κλάδου C09_1 και υφιστάμενου χωμάτινου αναβαθμού ύψους 8.0m στην κεφαλή του ...
ΠΔΣΚΠ C10 Aξιοποίηση φράγματος Παρθενίτη Aξιοποίηση φράγματος Παρθενίτη (90.000m3) ανάντη του κλάδου C10_2 για την ανάσχεση της πλημμυρικής αιχμής. Λαμβάνοντας υπόψη τον όγκο του ταμιευτήρα ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C04 ρ. Καλόγερος - Μελέτη ανάσχεσης πλημμύρας στο ρ. Καλόγερο μέσω στεγνής λίμνης κατακράτησης (dry detention pond) που είναι δυνατό να κατασκευαστεί στο ...
ΠΔΣΚΠ C05 π. Μέρικας ΠΔΣΚΠ C05: Διερεύνηση αποτελεσματικότητας υφιστάμενου αναβαθμού στη Χ.Θ. 1+382 του π. Μέρικας. Το μέτρο περιλαμβάνει την εκπόνηση τεχνικής και υδρογεωλογικής ...
ΠΔΣΚΠ C06 π. Αλμυρός ΠΔΣΚΠ C06: Μελέτη ανάσχεσης πλημμυρών στην ανάντη λεκάνη απορροής του π. Αλμυρού με έργο στεγνής λίμνης κατακράτησης (dry detention pond) ...
ΠΔΣΚΠ C13 π. Λιμνάρκα ΠΔΣΚΠ C13: Διερεύνηση δυνατότητας κατασκευής έργων ανάσχεσης πλημμύρας στην κοίτη του π. Λιμνάρκα στο ανάντη τμήμα της λεκάνης απορροής. Το ...
ΠΔΣΚΠ C19 π. Αργάκι του Βασιλικού ΠΔΣΚΠ C19: Διερεύνηση δυνατότητας κατασκευής έργων ανάσχεσης πλημμύρας στην κοίτη του π. Αργάκι του Βασιλικού κατάντη της Χ.Θ. 0+500. Το ...
ΠΔΣΚΠ C01 π. Πεδιαίος ΠΔΣΚΠ C01:Διερεύνηση αποτελεσματικότητας εγκάρσιου αναβαθμού στη Χ.Θ. 22+236 του π. Πεδιαίου, στην Κοινότητα Επισκοπειό. Το μέτρο περιλαμβάνει την εκπόνηση τεχνικής ...
ΠΔΣΚΠ C08 π. Γιαλιάς ΠΔΣΚΠ C08: Αφαίρεση εμπλουτιστικών αναχωμάτων τα οποία αχρηστεύτηκαν λόγω πρόσχωσης μειώνοντας έτσι την κλίση και ενεργό διατομή του ποταμού και ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C01 π. Πεδιαίος Παρατηρούνται υπερχειλίσεις του άνω ρου του εξεταζόμενου τμήματος του π. Πεδιαίου στην πλημμύρα 20ετίας κυρίως γύρω από κατοικημένες περιοχές. Επομένως ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C02 π. Κλήμος Π. Κλήμος, ανάντη της Χ.Θ. 5+112 για μήκος 260m: Επίτευξη τοπικής ανάσχεσης της πλημμυρικής αιχμής για προστασία των κατάντη ανεπτυγμένων ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C05 π. Μέρικα - Μελέτη για τη διερεύνηση δυνατότητας αύξησης της παροχετευτικότητας της κοίτης του κυρίως κλάδου του π. Μέρικα μεταξύ των Χ.Θ. ...
ΠΔΣΚΠ ΕΦΑΡΜΟΓΗΣ: C06 π. Αλμυρός π. Αλμυρός από τη Χ.Θ. 4+500 έως το κατάντη όριο του εξεταζόμενου τμήματος: Μελέτη αποκατάστασης κοίτης λόγω εμφανών πιέσεων από ...