MNV Consulting Ltd

Specialists in water resources and hydro-power development

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The study was approached with the following strategy:

  1. Understand how the catchment works
  2. Appreciate the context of historic land management and the requirements of existing land managers; rural land managers are the key to the success of sustainable catchment management
  3. Target management to the appropriate place: the source of the problem rather than the impact zone
  4. Strategic and coordinated planning ensures that changes in one part of the catchment don’t counteract works carried out elsewhere.

The catchment assessment reveal revealed that past and present land and channel management activities may increase flood risk and decrease river channel stability, for example:

Previous flood events
Gravel bed rivers typically have a coarser surface layer (armouring or pavement) which offers a level of protection to the finer subsurface layer. Once this layer is lost the bed is exposed to erosion. Scouring of steep tributaries, especially headwater gullies and the College Burn introduce a surplus of sediments to the river which will persist for a long time.

Deforestation & reduced vegetation cover
Changing land use is likely to be the most significant factor in altering catchment response to rainfall. Historic conversion of forest to agricultural land may have resulted in increased peak flows and a flashier response, by reducing the capacity of the catchment to retain water and snow retention. It is also likely to have increased soil erosion rates

Grazing patterns
Intensive grazing reduces vegetation cover. Heavily grazed grassy slopes are exposed to soil erosion & landslides in headwaters, also rapid runoff and snow melt from steep, bare hillslopes. Poaching (trampling) by cattle destabilises banks and increases erosion rates.

Artificial drainage
Funnelling of floodwater through artificial drainage networks, and tillage lines. Access tracks and associated drainage also interrupt water movement through the soil profile and create surface runoff, which is rapidly channelled into nearby streams.

Loss of natural flood storage
Land use changes, such as loss of large woody debris in headwater channels and drainage of wetlands reduces the catchment’s natural ‘flood buffering’ capacity.

Loss of riparian vegetation & reduced bank stability
Removal of riparian (streamside) vegetation or disturbance of the stream banks reduces the stability of channel and banks. More sediments build up in the channel, reducing water capacity and increasing the frequency of floodplain inundation. Channels become wider and shallower, increasing the likelihood of braiding. River cliffs are destabilised by the loss of vegetation cover and by water flowing over the crest from drains or tillage lines

Increased sediment supply and reduced sediment removal
Channel change can occur in response to changes in both flow and sediment regimes. Reduced channel management in recent years, combined with increased sediment in the system means that channels are shifting laterally at a greater rate than in recent decades. The abundant sediment supply reduces capacity to convey floodwaters and sediments. This increases flood risk and tendency to braid.

Channel management and flood embankments
Increased likelihood of breaching and depositing large quantities of bedload – straightened sections are steeper than natural, making them susceptible to incision and mass bank failure.

Development
Developed and compacted areas such as roads and yards can reduce infiltration and increase overland flow. Roads can intercept subsurface flow and route it more rapidly along drains. Construction projects within or adjacent to streams can also dislodge or expose soils and sediments.

Unsuitable structures
Localised scouring and deposition caused by bridges, crossings & structural failures.

 

 

Since the recent flooding, the former balance between the catchment and its land use has been disrupted. Historically, extensive channel management and floodplain drainage would have been carried out to reduce the risk of flooding and to allow agricultural activities to continue.

 

However, changes in farming practices, additional pressures on the land, reduced financial support and tighter environmental legislation now commonly pose a barrier to many ‘traditional’ river and land management strategies.

This has lead to the local landowners and the various agencies responsible for supporting local communities and protecting the natural environment wanting to develop a sustainable management system which will support farming practices, maintain the value of the land, safeguard lives and properties and protect the natural environment.

The latter is viewed as particularly important in the Tweed system, given the various nature designations allocated to this unique environment.

The Bowmont-Glen Catchment Initiative has been designed to help combine traditional land management skills with strategic & coordinated catchment-scale planning, enabling land managers adapt traditional management techniques to make them more sustainable and compatible with modern regulatory requirements, and also to help streamline the application processes (e.g. for the Controlled Activities Regulations (CAR) in Scotland).

A critical consideration is that a coordinated approach is vital so that piecemeal works in one part of the catchment do not conflict or exacerbate conditions elsewhere in the catchment

In this way, the works will not only be effective, but environmental damage can be minimised and a flexible, coordinated approach will also mean that the catchment’s response can also be adaptable to cope with potential future changes in climate and land use; making the proposed catchment management techniques more sustainable in future rural landscape.

 

 

The Bowmont-Glen catchment has special qualities and is truly unique, both ecologically and physically:

  • The Tweed catchment is renowned for its diverse and traditional landscapes, which support a rich variety of important habitats and species; this has been recognised through several nature designations, including Special Area of Conservation (SAC), Site of Special Scientific Interest (SSSI) & National Park
  • In particular, the Tweed system boasts one of the best wild stocks of Atlantic salmon in Europe.
  • Unusually, the river hosts all three species of lamprey; brook, river & sea lamprey, making the catchment very important in a European context.
  • 19 fish species are recorded in the wider Tweed system, and the Bowmont-Glen system is the upper extent of migration for many of these species and has the potential to be an important spawning ground should habitats be suitable. The upper two thirds of the system are fast flowing clean and have clear waters that can provide good habitat for other species such as gudgeon, brown trout, stone loach and three-spine stickleback. Slower moving areas in the lower third are more suited to grayling (internationally scarce), pike, eel and allis shad. Fish populations, particularly migratory species, are currently under threat from barriers to fish movement, including sediment accumulations and certain structures such as bridges:
  • Shrew and water vole are present in the system, together with an increasing population of otters.
  • Typical bird species seen around waterbodies include the grey heron, oystercatcher, snipe, curlew, redshank, kingfisher, sand martin and dipper. The rich habitat is also used by overwintering populations including cormorant, whooper swans and mute swans.
  • Among the scarce species of aquatic plant found in the system are the Kelso water crowfoot and the internationally scarce fox tail feather moss.
  • The channels are great examples of dynamic upland wandering gravel-bed rivers, one of the most diverse and changeable fluvial environments in the UK.
  • The system contains many important geological and morphological characteristics that are important for conservation.
  • The landscape has a rich history of agricultural improvements, including cultivation terraces possibly dating back to the Middle Ages
  • The cross-border location provides a very valuable case study for collaboration between a number of statutory bodies

 

In November 2008 MNV was contracted to carry out some river bank protection works using willow spiling.

The site was at Oatridge College near Edinburgh, an agricultural college where a series of demonstration sites have been constructed showing best practices in footpath and bridge construction, different gates and fences and different ways of managing water.

The section of river bank was immediately upstream of a bridge where the river was undercutting the bank and threatening the bridge foundations.

MNV constructed the bank protection using green willow with approximately 100 x 20mm willow rods and 30 x treated 3m long fence posts driven into the bed of the river. 200 x 4m lengths of willow were then woven into the rods with the ends pushed into the banks. The structure was then back filled to create a live and robust bank protection.

After one winter of heavy rain and floods and another of very low temperatures and snow the willow is now growing strongly. The river bank and bridge are fully protected, the footpath is no longer threatened and the site looks much better.

This second article examines the principal aims of the Bowmont-Glen Catchment Initiative, which included:

  • Investigating the dynamics of water and the changing nature of the gravel bed channels in the Bowmont-Glen catchment
  • Interpreting the relationships between land use, river management, flooding & sediment dynamics
  • Deducing the root cause of recent changes in the catchment, particularly reasons for perceived increase in flooding and channel movement
  • Proposing a range of sustainable land and river management strategies that could be implemented by land managers, with a flexibility that allowed them to adapt to a changing catchment, climate and regulatory framework
  • Producing detailed designs for specific ‘hotspot’ areas where impacts have been particularly severe
  • Assessing the resources required to carry out the proposals, identify potential sources of financial assistance and provide advice on regulatory requirements
  • Considering the socio-economic as well as environmental impacts of the recent flood events and the proposed management measures, and potential benefits
  • Making recommendations on how the initiative should be implemented to optimise the benefits

Main issues

In 2008 and 2009 exceptional flood events led to major channel changes, with severe impacts throughout the catchment, particularly extensive flooding and associated sediment deposits and damage to infrastructure. The following impacts have been established through a combination of detailed site assessment, land manager workshops, and 1:1 discussions with land managers between February and June 2010:

  • Large areas of valuable haugh land lost due to erosion, channel switching, and massive gravel deposits
  • Increased flood risk to rural & urban properties
  • Livestock drowned, fences & gates washed out
  • Rural residents isolated by flooded access roads
  • Threat to amenity and vital services, including water and electricity supplies
  • Damage to structures e.g. bridges & embankments
  • Fish & habitat disturbance & obstructions to fish passage
  • Increased soil erosion & landslides on the hills
  • Channel switching moving field boundaries & threatening structures
  • Bypassing and erosion of poorly maintained flood defences with disastrous potential consequences

In more detail:

    1. Two very severe floods were experienced within a 12 month period the first in Sept 2008 and the second in July 2009.
    2. The Environment Agency gauging station at Kirknewton estimated the 2008 flood peak to reach around 121 cubic metres per second. A severely breached flood embankment during the 2009 event meant that the gauging station could not record the full magnitude of the flood, however witness accounts place this event in the same order of magnitude as the 2008 flood.
    3. The last time a flood around this scale occurred in the catchment was in 1948; analysis of flow records suggests that the 1948, 2008 and 2009 flood events were all in the range of between 1 in 50 to 1 in 100 year floods.
    4. The College burn was identified as being by far the largest single contribution to flooding in the main river, and this has been confirmed by river gauging data from Kirknewton. The College burn’s contribution can typically be seen as a second peak in the flood hydrograph, as exemplified below:

(click on hydrograph to enlarge)

  1. The 2008 and 2009 floods were different in character and impact;
    • The September flood occurred during the day; the July flood during the night, catching many people unawares
    • Both events had serious land management impacts but on the whole the September flood had a more significant impact in the Glen as it destroyed crops due to be harvested, while the July flood impacted more in the Bowmont with in-bye land and property/infrastructure damaged and individuals isolated
    • Interestingly the locations of critical impacts were different for each event and in different parts of the catchment, perhaps due to different directions of weather patterns between the two events
  2. Disparate parts of the catchment responded in different ways to the flooding:
    • The upper catchment witnessed unprecedented levels of erosion
    • The middle catchment experienced large areas of sediment deposition and channel switching, which resulted in loss of valuable in-bye haughland
    • The main concerns in the lower catchment involved the reliability of flood embankments and the persistence of standing water on the floodplain
  3. The threats floods of this scale pose to humans also vary through the catchment:
    • The most common threats in the upper catchment related to infrastructure and human isolation as access routes become flooded out, and vital bridges are washed away
    • In general the main threats in the middle catchment related to livestock and property
    • The threats in the lower catchment related to crops and livestock, and for the latter, safe and timely evacuation

    8. The approach of land managers to dealing with the aftermath of the flooding was very different in the 2008 /09 floods than it would have been in 1948. After the 1940’s flood the river was immediately cleared of sediments and flood embankments were constructed to protect people and property.

Some examples of the ‘traditional’ approaches to catchment flood management are given below:

  • Creation of artificial drainage channel networks
  • Engineered bank protection
  • Restraining of braided channel into single channel with bank protection / embankments
  • Straightening a meandering channel, re-grading pool-riffle sequences, & reprofiling e.g. excavation of a trapezoidal cross-section
  • Sediment management (dredging)
  • Construction of flood banks.
  • Construction of structures e.g. bridges, weirs, mill lades

(click on map to enlarge)

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The Bowmont Water, known as the River Glen in its lower reaches, is a major tributary in the Tweed catchment on the Scottish/English border. continue reading…

MNV was contracted by the Tweed Forum to deliver a river restoration project in Northumberland.

The project looked at flooding issues on the River Till, focusing on damage caused by an increasing frequency and intensity of flood events around the Till – Glen confluence.

This problem is not new. Flood embankments, ditches, swales and sluices designed to protect agricultural land have been in place in this location since 1866, but despite this a devastating 2008 flood marked the start of a series of catastrophic events resulting in crop and livestock losses.

It now seems possible that the existing flood mitigation infrastructure may be preventing floodwater from spilling out onto the natural floodplain, with a resulting loss of natural wetland habitat and exacerbation of downstream flooding problems. Existing embankments are also failing to protect important agricultural land from the frequency and increasing magnitude of local flooding.

The project assessed flooding issues and proposed short-term mitigation measures for land and livestock protection while increasing habitat diversity and reducing local and downstream flooding impacts.

The site is around the confluence of the Rivers Till and Glen, bounded by two farms, both of which have been affected by recent flooding due to overtopping and breaching of existing flood embankments. Hundreds of sheep were lost, fences damaged and up to 20 square km of cropland and fields affected by scouring, deposition and waterlogging.

Land use is mixed across the project area; with low-lying fields left as grassland and some grazing, while further back from the river the land is dominated by arable fields and improved grassland. Floodbanks to the east of the confluence protect a key area of arable land.

Rising at an altitude of 630 meteres on the south side of The Cheviot, the Till starts life as  the River Breamish, changing name as it flows north then north east as one of the main tributaries of the River Tweed, finally joining the Tweed 4 km downstream from Coldstream after draining an area of around 670 km2.

From the project site to the Tweed confluence, the river is very meandering and relatively slow moving, cutting down through glacial sand and gravel and with scores of abandoned meanders and river features across the erodible floodplain.

The study looked at flooding, land use, embankment management, habitat creation and protection and provided guidance to farmers on land management options. The configuration, suitability, and appropriateness of existing floodbanks were reassessed.

Vital considerations for the project were to prevent proposed works leading to an increase in flood risk to other properties or land, to improve the current situation for farmers and the environment.


The Bowmont Water

logoIn January 2010, MNV Consulting Ltd won a major contract from the Tweed Forum to study the causes of the recent adjustment of the Bowmont Water river channel and advise on future flood risk management solutions in the Bowmont/Glen catchment. Since then, we have been very busy sourcing, collating and analysing data to achieve a comprehensive understanding of the changing dynamics of the Bowmont Water and River Glen, and the way in which they interact with the surrounding landscape when in flood. continue reading…

Carfraemill River Restoration Project

The Kelhope Burn at Carfraemill after 2008 flooding

Flooding events during 2008 caused dramatic bank erosion in the Kelhope burn flowing by the Carfraemill Caravan Site and neighbouring house.

The Camping and Caravan Club commissioned MNV to examine solutions – including a preliminary catchment wide appraisal to identify the source of the problem.

This work identified a number of upstream factors contributing to a change in flow dynamics and consequent severe site erosion. These included upstream bank erosion and channel constrictions, in-stream structures and channelisation and land use practices that could exacerbate flooding.

Erosion at the site is linked to these upstream pressures and to increased flash flooding linked to climate change.  Although no single factor stood out, the entire catchment would benefit from application of catchment restoration approaches and implementation of natural flood management techniques.

The destabilised bank meant that enhanced rates of erosion would be experienced in subsequent floods, unless emergency stabilisation works were implemented at the earliest opportunity.

The erosion in this zone was already so severe that implementing upstream natural flood management techniques would to be too slow a solution to protect property and infrastructure already under threat.

MNV has considerable experience of catchment and river restoration and we prefer to use natural solutions wherever possible; however in this situation a semi-engineered approach was necessary – although the use of biodegradable textiles and live willow, sympathetic contours and natural profiles would soften the appearance to ensure a natural finished look.

The Kelhope burn is a tributary to the River Tweed, so MNV worked closely with SEPA and other stakeholders such as the River Tweed Commission to ensure the development of an appropriate design and construction method statement.

The threat to properties meant that the application was fast tracked for consideration, with final authorisation in February 2010.

The approved approach used interlocking boulders to restore the toe of the bank to its former location, above this the banks were re-profiled and reinforced with coir geotextile prior to re-surfacing.

Toward the upstream end of the erosion zone  was a zone of higher bank which provided protection from flooding for the property below the caravan site. This was threatened by continued erosion in high flow events as it presents a high banking to the river.

To conserve this higher ground a number of stepped terraces were created with woven live Willow Spiling.

Restoring the bank to its former position reduced channel dimensions and to compensate  a strip of dry sediment on the left bank was excavated down to existing bed levels. These materials were used as backfill behind the restored bank.

Finally, at the downstream end of the protection works a slight nib of ground forced the river to flow out towards the left bank, the flows then bouncing back and causing erosion in the vicinity of the main road bridge.  The nib was removed and the bank stabilised to give a straighter channel exiting the protection zone and approaching the bridge.

The work took place in early March 2010, prior to the willow buds flushing and in time for the opening of the Caravan Site. Approximately 50 linear metres of badly degraded bank were  restored, using 75 tons of armour stone toe protection, and approximately 1200 live willow stems. The house site recovered 45m2 of garden and gained a much needed buffer between the house and the river.

The finished job after our outside team had woven their willow spiling spell

Over the next growing season, the willow will root into the bank and shoots will develop, locking the face together.  Stems can be harvested and interspersed with other low lying shrubby species along the rest of the bank. These will provide further natural and sustainable bank stabilisation against future floods.

This is what the willow will look like after a couple of growing seasons

Flooding on Buccleuch Street in Hawick -1963

Modelling natural flood management,

The suite of hydraulic software MIKE FLOOD was used to construct the Teviot catchment model. continue reading…