people and process-based river management: restoring · pdf filenatural flood management;...
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People and Process-Based River
Management: Restoring River Processes;
Natural Flood Management; Healthy
Catchments
16TH ANNUAL NETWORK CONFERENCE
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Ballymoney Riverside Park Restoration ‘Boating lake to salmonid channel in three months’
Dr. Gareth Greer - DARD Rivers Agency John Kane – DCAL Inland Fisheries
Overview of presentation
Background to project, where and why
Who was involved? (Partnership working)
What was done and how
Ballymoney River catchment, 88 Km²
Lower Bann
Riverside Park – 40 acre Parkland and Ballymoney River
River widened and weir constructed early 1970s Boating lake formed Over time transformed into duck pond Sedimentation of ‘pond’ raised local concerns about ‘eyesore’
Project development: • Local discussions between council / fisheries / drainage staff • Realisation that opportunity existed to restore and enhance area • Initial proposal put to council to return channel back to its natural width / gradient • Project sold on basis of cost savings against dredging (≤£250k), plus WFD compliance and habitat creation
Partnership working
Three groups involved:
Ballymoney Council – Site owner, & funder of wetland
and amenity works
DCAL Inland Fisheries – Fishery owner and funder of
river channel rehabilitation (NASCO)
Rivers Agency – Principal contractor and contributor of
benefit-in-kind plant & labour
Flow & sediment management
Requirement not to release significant volumes of silt
Coffer dam and Bypass channel created
Flow Bypass: • Reduced sediment mobilisation • Allowed channel construction ‘in the dry’ • Maintained fish passage during migration period
• Tributary of the Lower River Bann, the main outlet of Lough Neagh to the Sea •It is small salmonid stream supporting a healthy stock of brown trout . Historically salmon where virtually wiped, however with enhancement measures and some co-ordinated restocking, a small but improving run of Salmon have re-established to the point where there is a small rod catch (released) each year • Salmonid in-river habitat is grade 2 spawning and 1 to 2 nursery •Geology is basalt bed rock, most of the water supply is runoff, however there is some aquifer supply from springs running along a fault •The catchment substrata mainly gleyed soils and some peat. Most of the catchment is intensive grassland agriculture, supporting the dairy industry, in some areas the river suffers from diffusive eutrophication •pH fluctuates from 6.5 during times of high run off to 8 in low water conditions, indicative of the inclusion of ground water •Fishing rights are controlled by the Department of Culture Arts and Leisure Northern Ireland.
Overview of the Ballymoney river system
Ballymoney River Fish Species
Species Distribution
Atlantic salmon Localised to suitable habitat
Brown trout Widespread
Stickleback Widespread
Minnow Widespread
Eel Widespread
Roach Localised Lower section
Perch Localised Lower section
Flounder Localised Lower section
In stream salmonid habitat sequence
Groyne to constrict water course and increase velocity to create scare
Pool 1+ m to provide depth and cover for 2+ adults
Spawning gravel 20mm to 80mm Ø 250 mm gravel depth Velocity 0.2 to 0.7 m³/sec Ova and 0+ fry
Nursery cobbles and boulders, 100 mm to 400 mm Ø For bed structure and cover for 1+ parr
Nursery habitat requires riffle with thalwegs and stone breaking the surface to create an undulating river bed
Ballymoney river – Enhancement Works
• Breckagh Burn – 2009
– 100m of vortex Weirs/fencing/Lunkers
– Focus on salmonid enhancement
• Ballymoney Park – 2014 - 2015
– Removal of ponded area
– 250m of Habitat units
– Broader environmental focus
Ballymoney River – Recent Enhancement Works
Ballymoney Park
Breckagh Burn
Enhancement Site
1 km Control Site
Breckagh Burn fully quantitive Electric Fishing
0
10
20
30
40
50
60
0+trout 1+trout 2+trout 3++trout
De
nsi
ty (
no
. 10
0 m
-2)
Control Site
Control Before
Control After (1 y)
0
10
20
30
40
50
60
0+trout 1+trout 2+trout 3++trout
De
nsi
ty (
no
. 10
0 m
-2)
Enhancement Site
Expt Before
Expt After (1 y)
Park weir removal
•The removal of the impounding weir at the outlet of the pond improved fish passage, flow dynamics and increased the bed gradient for habitat construction
• It created a 400mm of fall over the site, which was the limiting factor in the method of habitat construction used
Trillick
House
River
Ballym
oney
(Presb)
Church
Presbyterian
First
Trinity Church
Tk (covd)
Playground
SP
Mry
Slpg
FB
Foot Bridge
Issues
Car Park
(covd)Tks
SP
Pond
Hall
Gospel
Car Park
Hall
Hall
Hall
Hall
ESS
Hall
Posts
Manse
Hall
41.7
BM 41.71
39.6
42.6
44.5
Posts
MP 53
Pond
Car Park
Shelter
FB
Foot
Bridge
Subway
Shelter
BM 40.42
MP 1/4
Car Park
Playing Field
LB
B a l
l y m
o n
e y
A l l W e a t h e r P i t c h
P l a y i n g F i e l d s
Bridge
All Weather Playing Field
Ballymoney park, river restoration fishery plan John Kane April 2014
Lunkers = bank protection with subsurface overhangs
Out line of new water course; length 250 m x average width 5 m
Nursery Cobble 100 mm to 300 mm round wash stone
Low level deflector groyne with pool and banks protection
Spawning gravel 20 mm to 80 mm round washed stone
Up stream horse shoe groyne
Pools => 1 m depth A
A
B
B
Existing bed level
Groyne max height from bed level 300mm
Pool Depth, min 1000 mm
Spawning bed consisting of gravel max height from bed level 250 mm
Nursery bed consisting of round stone/ cobble mat max height from bed level 300 mm
Approximate distances
15m 10 m 15 m 6m
Sectional view A - B of habitat unit and Lunkers, Ballymoney river 2014 (not to scale)
A
Low flow water level
Lunkers of rock armour 500 mm to 1000m built to create overhang
Banks side soil and vegetation
8m
A
Flow
Sectional view C-C of deflector groyne , Ballymoney river 2014 (not to scale)
B B
Existing bed level
Low flow water level
Banks side soil and vegetation
1/3 1/3 1/3
Rock Armour bank protection to prevent pond silt escapement
Height of the deflector groyne from the existing bed level =0.300 m
The low level river flow to flow within the restricted channel
River channel divided into thirds 2/3 defector groyne, 1/3 open channel to depth of existing invert
5.0m Approximate distances
Deflector groynes were used due to the limitations of the bed gradient over the site
Coffer dam removed once basic channel reformed. New river banks prevented silt from the old pond entering into the newly constructed channel
New river corridor
Non linier, undulating watercourse. No straight lines in nature! New channel ready for habitat sequences within the river wetted area
Site prepared
Lunker construction
Concrete span roof
Foundation and walls
Clay dam removed bank dressed and faced
Opposing Deflector groynes 2/3 constricted 1/3 open channel
Pools
Lunkers The holding water
Velocity directed into the lunker to prevent silting up
Spawning area
Gravel is 20mm to 80 mm Ø washed round stone with an even aggregate across the size range planted to a depth of 250 mm The constriction of the groyne and pool directly up stream create a velocity of 0.2 to 0.7 m³/sec to allow sufficient water penetration to ensure survival of ova / alevins through incubation period
The nursery area
Riffle, with bed structure of random stoning 100 mm to 300 mm Ø, plenty of broken water and fast flow through thalwegs between stone Aim to achieve 2:1 nursery to spawning ratio, to improve the overall carrying capacity of the site
Going Forward – Establish emergent and bank side flora to stabilise and buffer river corridor Continued monitoring of fish stocks by fully quantitative electro-fishing survey
Hydroseeding
Native wetland species sown with biodegradable mulch
Ideal for poor ground conditions
Holds seed in place
Ideal environment for germination
Gives seed a ‘head-start’ against weed species
April 2015 Wetland construction post channel works
Scheme costs
Weir removal/ Approx. 200m of channel & habitat construction including gravel / cobble
£50,629
Wetland landscaping/paths/other works
£59,895
Hydro-seeding/planting/ 1 yr establishment and maintenance visits
(approx) £29,500
Total (approx.) £140,024