Case study:Welwick Managed Realignment Scheme

0.00

(0 votes)

To discuss or comment on this case study, please use the discussion page.

Location: The following coordinate was not recognized: 53.64717188369820; 0.00954951150096.The following coordinate was not recognized: 53.64717188369820; 0.00954951150096.

Edit location

Loading map...

{"format":"googlemaps3","type":"HYBRID","minzoom":false,"maxzoom":false,"types":["ROADMAP","SATELLITE","HYBRID","TERRAIN"],"limit":50,"offset":0,"link":"all","sort":[""],"order":[],"headers":"show","mainlabel":"","intro":"","outro":"","searchlabel":"... further results","default":"","import-annotation":false,"width":"auto","height":"400px","centre":false,"title":"","label":"","icon":"","lines":[],"polygons":[],"circles":[],"rectangles":[],"copycoords":false,"static":false,"visitedicon":"","wmsoverlay":false,"zoom":14,"layers":[],"controls":["pan","zoom","type","scale","streetview","rotate"],"zoomstyle":"DEFAULT","typestyle":"DEFAULT","autoinfowindows":false,"resizable":false,"kmlrezoom":false,"poi":true,"cluster":false,"clustergridsize":60,"clustermaxzoom":20,"clusterzoomonclick":true,"clusteraveragecenter":true,"clusterminsize":2,"imageoverlays":[],"kml":[],"gkml":[""],"searchmarkers":"","fullscreen":false,"scrollwheelzoom":false,"showtitle":false,"hidenamespace":true,"template":"Location map popup","userparam":"","activeicon":"","pagelabel":false,"ajaxcoordproperty":"","ajaxquery":"","locations":[{"text":"\u003Cp\u003E\u003Cbr /\u003E\n\u003C/p\u003E\u003Cp\u003E\u003Cb\u003EProject Title:\u003C/b\u003E Welwick Managed Realignment Scheme\n\u003C/p\u003E\u003Cp\u003E\u003Cb\u003ECountry:\u003C/b\u003E \u003Ca href=\"/wiki/index.php?title=England\" title=\"England\"\u003EEngland\u003C/a\u003E\n\u003C/p\u003E\u003Cp\u003E\u003Cb\u003EProject Status:\u003C/b\u003E Complete\n\u003C/p\u003E\u003Cp\u003E\u003Cb\u003EThemes:\u003C/b\u003E Habitat and biodiversity\n\u003C/p\u003E\u003Cp\u003E\u003Cbr /\u003E\n\u003C/p\u003E","title":"Welwick Managed Realignment Scheme","link":"","lat":53.6501443,"lon":-0.28221480000002,"icon":"/wiki/images/a/af/Red_marker.png"}]}

Left click to look around in the map, and use the wheel of your mouse to zoom in and out.

Project overview

Edit project overview

Status	Complete
Project web site
Themes	Habitat and biodiversity
Country	England
Main contact forename	Natalie
Main contact surname	Frost
Main contact user ID
Contact organisation	ABPmer
Contact organisation web site
Partner organisations	ABP
Parent multi-site project
This is a parent project encompassing the following projects	No

Panoramic view from easterly corner of site

Project summary

Edit project overview to modify the project summary.

Associated British Ports (ABP) constructed a new Roll-on Roll-off terminal at Immingham Outer Harbour (opened in July 2006), which resulted in the direct loss of 22ha of intertidal mudflat area and potentially up to 5ha of indirect losses in a proposed Special Protection Area (pSPA) and a proposed Special Area of Conservation (pSAC). In consultation with regulatory bodies and local nature conservation interest groups, the two managed realignment schemes at Welwick and Chowder Ness were identified as contributing to a potentially acceptable compensation package for the impacts of the Immingham development.

The objective of Welwick was to create between 15 and 38 ha of intertidal mudflat, between 12ha and 28ha of saltmarsh and between 4 ha and 10ha of grassland. Welwick was undertaken for the same purpose as another realignment on the Humber, Chowder Ness, which is presented as a separate case study. Both schemes were designed and implemented by the same organisations (Associated British Ports (ABP) and ABPmer), and to very similar timescales and principles. To inform the final design of these sites, numerical modelling was undertaken based on LiDAR elevation data. This was designed to ensure the correct balance of habitats would be achieved. As mudflat creation was the main objective of the schemes, and as the sites were largely too high for this to occur, the land was re-profiled to increase the extent of lower areas where mudflat could develop (i.e. below Mean High Water Neap (MHWN)) (see Plates 2 and 3 for an illustration of the design steps undertaken). Prior to these works, the land at Welwick had an approximate elevation of 2.8mODN, some 0.4m below the level of the Mean High Water Spring (MHWS) tides. The reprofiling included the creation of a gentle slope from the fronting, existing, mudflats to the rear of the sites.

New flood defences were created at the rear of the 54ha Welwick site to a minimum height of 6.1m Ordnance Datum Newlyn (ODN); designed to withstand a 1 in 50 year design event. A strip of saltmarsh was expected to develop in front of the new defences. The 70,000m3 of material needed for these defences was obtained from within the site from a combination of reprofiling and creation of temporary borrow pits. The new embankment was seeded and left to stabilise for one year.

The existing seawall was removed over a length of 1,400m, and the approximately 20,000m3 of material gained was used to fill the temporary borrow pits. The wholesale removal, rather than the creation of solitary breaches, was chosen for a number of reasons: it improves connectivity with the wider estuary; it more closely recreates the type of environments that existed prior to the land claim; it enables the whole cross sectional area of estuary including the realignment site, to respond to estuary wide changes; and it increases energy levels within the site, thereby improving the likelihood that mudflat habitat will be maintained.

The old defence was removed in a series of stages:

• (1) removing the rear of the embankment;
• (2) the rock gabions, and
• (3) the overall lowering of the embankment. Following this, breaches were created in the existing saltmarsh in front of site. These were required as the fronting marsh is designated, and could thus not be removed completely to increase wave energy even further. As the typical elevation of this marsh was 3.2mODN, which coincides with the MHWS level, these breaches were necessary to allow the site to flood and drain sufficiently. The location of the breaches was chosen to minimise marsh losses (approximately 0.4ha). Their width had been assessed by calculating the discharge and considering the critical threshold for erosion of sediment. The suggested breach size was considered large enough for the velocities to be below the critical threshold for erosion.

As Welwick was considered relatively small-scale in relation to the estuary as a whole any predicted changes to the hydrodynamics and sediment dynamics were expected be extremely localised and relatively small in magnitude (ABPmer, 2003).

Monitoring surveys and results

Edit project overview to modify the Monitoring survey and results.

A ten-year monitoring programme is being undertaken to describe both changes to sites fronting the realignment (in relation to bathymetry, saltmarsh evolution, invertebrates and waterfowl), and to the realignment site itself (in relation to topography, saltmarsh composition, changes to intertidal invertebrates and bird and wildfowl usage).

Invertebrates: The monitoring has shown that invertebrates have colonised this new sediment. In 2009, between 667 and 7,286 organisms were found per m² (belonging to between 5 and 13 species). The abundance, diversity and biomass of species in the mudflat have been increasing since the realignment has been implemented, although these are still typically lower compared to fronting, pre-existing, mudflat sites. This is unsurprising given that the community has still not had much time to establish and develop. Birds: Shorebirds are making good use of the site; overall, numbers observed exceed original predictions. For example, a total of 31 different waterbird species were recorded using the realignment site between September 2008 and March 2009. The site has developed as a major roosting site for wading birds at high water, including red knot, dunlin, curlew and bar-tailed godwit. Birds such as black-tailed godwit and curlew have been using the site with increasing frequency.

Saltmarsh and Grassland: With regards to the development of other habitats, there was a requirement to also create saltmarsh and grassland on site. By 2009, a proportion of the site had developed into saltmarsh, with the typical pioneer plants such as glasswort colonising within one year. Other plants such as common saltmarsh grass, annual sea blite and common cord-grass have been slowly increasing in number. Thus, recognisable saltmarsh plant communities assembled relatively rapidly at Welwick; which was not unsurprising given the proximity of existing saltmarshes (and thus seed sources). With regards to grassland, this was mostly established on the new flood banks, and it appears to be developing the desired species composition. Breeding farmland birds have been found within this habitat. A total of 25 different species were observed during the latest survey undertaken in May 2009, including reed bunting, skylark and yellow wagtail.

Lessons learnt

Edit project overview to modify the lessons learnt.

Accretion: In order for the site to support both mudflat invertebrates and saltmarsh plants, it was important that fine marine sediments were imported into the site, as these provide the ideal environment for intertidal flora and fauna. Furthermore such sediment import would ensure that the site would continue to increase in elevation (i.e. accrete) as sea levels rise. Observations from previous managed realignments has shown that sites can accrete relatively rapidly immediately after a breach, but that elevation increases then tend to level off. At Welwick, site elevation monitoring has so far followed a similar trajectory. To date, overall, the site has increased in elevation with the most notable changes occurring in the initial year following the realignment.

Image gallery

Edit Image gallery

Rear embankment construction and re-profiling at Welwick in 2005

Welwick shortly after seawall removal (i.e. first inundation) in December 2006

Marsh development in the eastern corner – 1 year on and 3 years on

Catchment and subcatchment Select a catchment/subcatchment Edit the catchment and subcatchment details (affects all case studies in this subcatchment) Catchment River basin district Humber River basin Hull and East Riding Subcatchment River name Winestead Drain from Source to Humber Area category 10 - 100 km² Area (km2) Maximum altitude category Less than 100 m Maximum altitude (m) 3131 m <br />0.031 km <br />3,100 cm <br /> Dominant geology Calcareous Ecoregion Great Britain Dominant land cover Arable and Horticulture Waterbody ID GB104026066570 Site Edit site Name Outer Humber Estuary, East Riding of Yorkshire WFD water body codes WFD (national) typology Intertidal WFD water body name Winestead Drain from Source to Humber Pre-project morphology Reference morphology Desired post project morphology Heavily modified water body No National/international site designation Local/regional site designations Protected species present No Invasive species present No Species of interest Dominant hydrology Estuary Dominant substrate Estuarine mud River corridor land use Arable Average bankfull channel width category Average bankfull channel width (m) Average bankfull channel depth category Average bankfull channel depth (m) Mean discharge category Mean annual discharge (m3/s) Average channel gradient category Average channel gradient Average unit stream power (W/m2) Project background Edit project background Reach length directly affected (m) Project started Works started Works completed Project completed Total cost category Total cost (k€) Benefit to cost ratio Funding sources ABP Cost for project phases Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname Investigation and design Stakeholder engagement and communication Works and works supervision Post-project management and maintenance Monitoring Reasons for river restoration Edit reasons for restoration Mitigation of a pressure Navigation, compensation for the direct loss of 22ha of intertidal mudflat area Hydromorphology Biology Physico-chemical Other reasons for the project Measures Edit Measures Structural measures Bank/bed modifications Floodplain / River corridor Planform / Channel pattern Other Non-structural measures Management interventions Social measures (incl. engagement) Other Monitoring Hydromorphological quality elements Edit Hydromorphological quality elements Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Biological quality elements Edit biological quality elements Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Invertebrates No Yes Yes Yes No Improvement Physico-chemical quality elements Edit Physico-chemical quality elements Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Any other monitoring, e.g. social, economic Edit Other responses Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Monitoring documents Upload monitoring documents Additional documents and videos Upload additional documents ABPmer summary document Additional links and references Edit links and references Link Description Supplementary Information Edit Supplementary Information