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Sediment Research on the Rivers Bandon and
Owenabue, Ireland
Dr. J. Harrington
Cork Institute of Technology
Presented at SILTFLUX Workshop, UCD
28th October 2014
Outline of Presentation
• Introduction
• Study Catchments and Characteristics
• Data Collection Programme
• Sediment Fluxes and Yields
• Storm Based Events
• Nutrient Transport
Introduction
• Sediment Research has been underway at Cork Institute of
Technology for the past decade
• The focus has been on the nearby Rivers Bandon and
Owenabue
• The research work has studied suspended sediment
concentrations and loadings based on a field sampling and
continuous turbidity monitoring programme
Study Catchments
Study Catchments – Land Use
1
2
3
4
5
6
7
8
9
Forestry
Quarry
Urban Area
Rain Gauge
Hydrometric Station
Study Catchments - Soils
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Bandon Catchment
Owenabue Catchment
Acid Brown Earths, Brown Podzolics
Lithosols, Regosols
Surface /ground water gleys
Peaty gleys
Podzols
Variable
Blanket Peats
Made/Built Land
Water/Lake (including reservoirs)
River Bandon Catchment
Parameter Detail Parameter Detail
River Details: Station:
Catchment Bandon
Station Catchment
Area
424 km-2
Catchment Area 608 km-2 Length to Station 52.55 km
River Length 77 km Station Type Data Logger & Turbidity Probe
Altitude at source 320m OD Body Responsible Office of Public Works & CIT
Average Slope 4.16 m km-1 (from OS maps) Co-ordinates 51.74N, -8.68W
Average Flow Rate 15 m³ s-1 Staff Gauge Zero 6.94 m O.D.
Annual Average Rainfall 1207 mm/year (Cork Airport) Records Available 1975 - Date
Land Use Tillage, pasture, forestry, urban Turbidity Data 2010 - date
River Bandon – Summary Data
River Bandon Catchment – Some Information
• Relatively large sized catchment in an Irish context (608 km2)
• Primarily agricultural 94% (tillage and pasture)
• Prone to flooding
• Distinguished by engineered works on stretches
• Features a number of special areas of conservation (SAC)
• Exhibits a range of levels of water quality
• Features both suspended and bed load transport
• Dredging undertaken through the town of Bandon (post-2010)
• River improvement works proposed for 2015 and 2016
• River discharge to Kinsale Estuary
River Bandon – Data Collection
Manual Sampling Programme
At the Curranure Hydrometric Station
Samples tested for:
Suspended Sediment Concentration (SSC)
since 2004 and turbidity since 2007
Range of Nutrient Parameters
- Nov. 2009 to 2012
Additional suspended sediment and bed
sediment samples have been collected at a
number of locations along the river since
April 2012.
Automatic sediment sampler installed in
September 2014
Continuous Monitoring Programme
Turbidity data at 15 minute resolution
(February 2010 – date)
Campbell Scientific OBS 3+ probe
River stage/flow rate data at 15 minute
resolution
River Owenabue Catchment
Parameter Detail Parameter Detail
River Details: Station:
Sub-Catchment (of the
Lee)
Owenabue
Station Catchment
Area
103 km-2
Sub-Catchment Area 105 km-2 Length to Station 19.05 km
River Length 22.71 km Station Type Data Logger & Turbidity Probe
Altitude at source 110m OD Body Responsible Office of Public Works & CIT
Average Slope 6.34 m km-1 (from OS maps) Co-ordinates 51.82N, -8.42W
Average Flow Rate 2.294 m³ s-1 Staff Gauge Zero 11.29 m O.D.
Annual Average Rainfall 1207 mm/year (Cork Airport)
Water Level Records
Available
1956 - Date
Land Use Tillage, pasture, forestry, urban Turbidity Data 2009 - Date
River Owenabue – Summary Data
River Owenabue – Some Information
• A smaller scale catchment (105 km2)
• Primarily agricultural (97%) - tillage and pasture
• Moderate to poor water quality status
• Catchment hill slopes are quite steep with quick response to rainfall
• River discharge to Cork Harbour via town of Carrigaline
River Owenabue – Data Collection
Q = 13.6 m3 s-1 (Peak Flow of Event)
SSC = 123 mg L-1 (4 hours after peak)
Manual Sampling Programme
At the Ballea Bridge Upper Station
Samples tested for:
Suspended Sediment Concentration (SSC) since
2004 and turbidity since 2007
- to 2012
Range of Nutrient Parameters
- 2007 to 2012
Continuous Monitoring Programme
Turbidity data at 15 minute resolution
(Sept. 2009 – date)
Campbell Scientific OBS 3+ probe
River stage/flow rate data at 15 minute
resolution
SSC – Turbidity Relationships
1
R² = 0.9646
0
20
40
60
80
100
120
140
0 20 40 60 80
SSC(mgLˉ¹)
Turbidity (NTU)
(a) R² = 0.8709
0
100
200
300
400
500
600
700
0 100 200 300 400 500SSC(mgLˉ¹)
Turbidity (NTU)
(b)
Sediment Flux Analysis
Ls= 𝑸 𝒕 𝑺𝑺𝑪 𝒕 dt
t2
t1
where
Ls = load over a time period (t2 - t1),
Qt = flow rate at time t
SSCt = suspended sediment concentration at time t
Ref: Harrington, S.T., Harrington, J.R., ‘An assessment of the suspended
sediment rating curve approach for load estimation on the Rivers
Bandon and Owenabue, Ireland’, Geomorphology 185 (2013) 27-38.
Monthly Suspended Sediment Fluxes
0
200
400
600
800
1000
1200
1400
1600
1800
SuspendedSedimentLoad(tonnes)
0
200
400
600
800
1000
1200
1400
1600
1800
SuspendedSedimentLoad(tonnes)
Suspended Sediment Flux and Yield
SS Flux (tonnes/year) SS Yield (tonnes/ha/year)
Feb. ’10 –
Feb. 11
Feb. ’10 –
Feb. 12
Feb. ’10 – Feb.
11
Feb. ’10 –
Feb. 12
River Bandon 6012 4128 0.142 0.097
SS Flux (tonnes/year) SS Yield (tonnes/ha/year)
Sept. ’09 –
Sept. 10
Sept. ’09 –
Sept. 10
Sept. ’09 –
Sept. 11
Sept. ’09 –
Sept. 11
River
Owenabue
2636 1822 0.256 0.177
Storm Based Events
• Disproportionate delivery of suspended sediment flux on
infrequent high flow events
• Approximately 75% of the suspended sediment load is
transported on flow rates above the 10% exceedance level.
• Storm events identified and analysed
• Suspended sediment rating curves analysed (high degree of
variability found in the Q-SSC relationship)
Storm Based Events
0
20
40
60
80
100
120
0
10
20
30
40
50
60
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
AverageDailySSF(tonnes)
AverageDailyDischarge(106m³)
Avg. Daily Q
Avg. Daily SSF
0
10
20
30
40
50
60
70
80
0
5
10
15
20
25
30
35
40
45
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
AverageDailySSF(tonnes)
AverageDailyDischarge(106m³)
Avg. Daily Q
Avg. Daily SSF
Storm Based Events – River Bandon
0
20
40
60
80
100
120
140
0
20
40
60
80
100
120
SSC(mgLˉ¹)
FlowRate(m³sˉ¹) Event 6
Flow Rate
SSC
0
20
40
60
80
100
120
140
0 20 40 60 80 100 120
SSC(mgLˉ¹)
Flow Rate (m³ sˉ¹)
Event 6Peak 1 CL
Peak 2 CL
0
5
10
15
20
25
0
10
20
30
40
50
60
SSC(mgLˉ¹)
FlowRate(m³sˉ¹)
Event 8
Flow Rate
SSC
0
5
10
15
20
25
0 10 20 30 40 50 60SSC(mgLˉ¹)
Flow Rate (m³ sˉ¹)
Event 8Peak 1 CL
Peak 2 CL
Peak 3 CL
Storm Based Events – River Owenabue
0
50
100
150
200
250
300
350
0
2
4
6
8
10
12
14
16
18
SSC(mgLˉ¹)
FlowRate(m³sˉ¹) Event 3
Flow Rate
SSC
0
50
100
150
200
250
300
350
0 5 10 15 20
SSC(mgLˉ¹)
Flow Rate (m³ sˉ¹)
Event 3Peak 1 CL
Peak 2 CL
0
100
200
300
400
500
600
700
0
2
4
6
8
10
12
14
SSC(mgLˉ¹)
FlowRate(m³sˉ¹)
Event 12
Flow Rate
SSC
0
100
200
300
400
500
600
700
0 2 4 6 8 10 12 14
SSC(mgLˉ¹)
Flow Rate (m³ sˉ¹)
Event 12
Peak 1 CL
Nutrient Transport
• Dissolved and particulate nutrient behaviour investigated
• Wide variability in nutrient concentrations
• Discharge and SSC influence concentrations
• Turbidity found to be a suitable surrogate for some phosphorous
parameters (TP and PP) but nitrogen parameters were not well correlated
Ref: Harrington, S. T. and Harrington, J. R.: Dissolved and particulate nutrient
transport dynamics of a small Irish catchment: the River Owenabue, Hydrol.
Earth Syst. Sci., 18, 2191-2200, doi:10.5194/hess-18-2191-2014, 2014.
Acknowledgements
• Funding Sources
IOTI Technological Sector Research Programme
Office of Public Works
Byrne Looby PHMcCarthy
• River Data
Office of Public Works
EPA
• Postgraduate Research Team
Sean Harrington, James Hickey, John Gamble, Kevin Motherway,
John Clancy

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Sediment Research on the Rivers Bandon and Owenabue, Ireland

  • 1. Sediment Research on the Rivers Bandon and Owenabue, Ireland Dr. J. Harrington Cork Institute of Technology Presented at SILTFLUX Workshop, UCD 28th October 2014
  • 2. Outline of Presentation • Introduction • Study Catchments and Characteristics • Data Collection Programme • Sediment Fluxes and Yields • Storm Based Events • Nutrient Transport
  • 3. Introduction • Sediment Research has been underway at Cork Institute of Technology for the past decade • The focus has been on the nearby Rivers Bandon and Owenabue • The research work has studied suspended sediment concentrations and loadings based on a field sampling and continuous turbidity monitoring programme
  • 5. Study Catchments – Land Use 1 2 3 4 5 6 7 8 9 Forestry Quarry Urban Area Rain Gauge Hydrometric Station
  • 6. Study Catchments - Soils 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Bandon Catchment Owenabue Catchment Acid Brown Earths, Brown Podzolics Lithosols, Regosols Surface /ground water gleys Peaty gleys Podzols Variable Blanket Peats Made/Built Land Water/Lake (including reservoirs)
  • 8. Parameter Detail Parameter Detail River Details: Station: Catchment Bandon Station Catchment Area 424 km-2 Catchment Area 608 km-2 Length to Station 52.55 km River Length 77 km Station Type Data Logger & Turbidity Probe Altitude at source 320m OD Body Responsible Office of Public Works & CIT Average Slope 4.16 m km-1 (from OS maps) Co-ordinates 51.74N, -8.68W Average Flow Rate 15 m³ s-1 Staff Gauge Zero 6.94 m O.D. Annual Average Rainfall 1207 mm/year (Cork Airport) Records Available 1975 - Date Land Use Tillage, pasture, forestry, urban Turbidity Data 2010 - date River Bandon – Summary Data
  • 9. River Bandon Catchment – Some Information • Relatively large sized catchment in an Irish context (608 km2) • Primarily agricultural 94% (tillage and pasture) • Prone to flooding • Distinguished by engineered works on stretches • Features a number of special areas of conservation (SAC) • Exhibits a range of levels of water quality • Features both suspended and bed load transport • Dredging undertaken through the town of Bandon (post-2010) • River improvement works proposed for 2015 and 2016 • River discharge to Kinsale Estuary
  • 10. River Bandon – Data Collection Manual Sampling Programme At the Curranure Hydrometric Station Samples tested for: Suspended Sediment Concentration (SSC) since 2004 and turbidity since 2007 Range of Nutrient Parameters - Nov. 2009 to 2012 Additional suspended sediment and bed sediment samples have been collected at a number of locations along the river since April 2012. Automatic sediment sampler installed in September 2014 Continuous Monitoring Programme Turbidity data at 15 minute resolution (February 2010 – date) Campbell Scientific OBS 3+ probe River stage/flow rate data at 15 minute resolution
  • 12. Parameter Detail Parameter Detail River Details: Station: Sub-Catchment (of the Lee) Owenabue Station Catchment Area 103 km-2 Sub-Catchment Area 105 km-2 Length to Station 19.05 km River Length 22.71 km Station Type Data Logger & Turbidity Probe Altitude at source 110m OD Body Responsible Office of Public Works & CIT Average Slope 6.34 m km-1 (from OS maps) Co-ordinates 51.82N, -8.42W Average Flow Rate 2.294 m³ s-1 Staff Gauge Zero 11.29 m O.D. Annual Average Rainfall 1207 mm/year (Cork Airport) Water Level Records Available 1956 - Date Land Use Tillage, pasture, forestry, urban Turbidity Data 2009 - Date River Owenabue – Summary Data
  • 13. River Owenabue – Some Information • A smaller scale catchment (105 km2) • Primarily agricultural (97%) - tillage and pasture • Moderate to poor water quality status • Catchment hill slopes are quite steep with quick response to rainfall • River discharge to Cork Harbour via town of Carrigaline
  • 14. River Owenabue – Data Collection Q = 13.6 m3 s-1 (Peak Flow of Event) SSC = 123 mg L-1 (4 hours after peak) Manual Sampling Programme At the Ballea Bridge Upper Station Samples tested for: Suspended Sediment Concentration (SSC) since 2004 and turbidity since 2007 - to 2012 Range of Nutrient Parameters - 2007 to 2012 Continuous Monitoring Programme Turbidity data at 15 minute resolution (Sept. 2009 – date) Campbell Scientific OBS 3+ probe River stage/flow rate data at 15 minute resolution
  • 15. SSC – Turbidity Relationships 1 R² = 0.9646 0 20 40 60 80 100 120 140 0 20 40 60 80 SSC(mgLˉ¹) Turbidity (NTU) (a) R² = 0.8709 0 100 200 300 400 500 600 700 0 100 200 300 400 500SSC(mgLˉ¹) Turbidity (NTU) (b)
  • 16. Sediment Flux Analysis Ls= 𝑸 𝒕 𝑺𝑺𝑪 𝒕 dt t2 t1 where Ls = load over a time period (t2 - t1), Qt = flow rate at time t SSCt = suspended sediment concentration at time t Ref: Harrington, S.T., Harrington, J.R., ‘An assessment of the suspended sediment rating curve approach for load estimation on the Rivers Bandon and Owenabue, Ireland’, Geomorphology 185 (2013) 27-38.
  • 17. Monthly Suspended Sediment Fluxes 0 200 400 600 800 1000 1200 1400 1600 1800 SuspendedSedimentLoad(tonnes) 0 200 400 600 800 1000 1200 1400 1600 1800 SuspendedSedimentLoad(tonnes)
  • 18. Suspended Sediment Flux and Yield SS Flux (tonnes/year) SS Yield (tonnes/ha/year) Feb. ’10 – Feb. 11 Feb. ’10 – Feb. 12 Feb. ’10 – Feb. 11 Feb. ’10 – Feb. 12 River Bandon 6012 4128 0.142 0.097 SS Flux (tonnes/year) SS Yield (tonnes/ha/year) Sept. ’09 – Sept. 10 Sept. ’09 – Sept. 10 Sept. ’09 – Sept. 11 Sept. ’09 – Sept. 11 River Owenabue 2636 1822 0.256 0.177
  • 19. Storm Based Events • Disproportionate delivery of suspended sediment flux on infrequent high flow events • Approximately 75% of the suspended sediment load is transported on flow rates above the 10% exceedance level. • Storm events identified and analysed • Suspended sediment rating curves analysed (high degree of variability found in the Q-SSC relationship)
  • 20. Storm Based Events 0 20 40 60 80 100 120 0 10 20 30 40 50 60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 AverageDailySSF(tonnes) AverageDailyDischarge(106m³) Avg. Daily Q Avg. Daily SSF 0 10 20 30 40 50 60 70 80 0 5 10 15 20 25 30 35 40 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AverageDailySSF(tonnes) AverageDailyDischarge(106m³) Avg. Daily Q Avg. Daily SSF
  • 21. Storm Based Events – River Bandon 0 20 40 60 80 100 120 140 0 20 40 60 80 100 120 SSC(mgLˉ¹) FlowRate(m³sˉ¹) Event 6 Flow Rate SSC 0 20 40 60 80 100 120 140 0 20 40 60 80 100 120 SSC(mgLˉ¹) Flow Rate (m³ sˉ¹) Event 6Peak 1 CL Peak 2 CL 0 5 10 15 20 25 0 10 20 30 40 50 60 SSC(mgLˉ¹) FlowRate(m³sˉ¹) Event 8 Flow Rate SSC 0 5 10 15 20 25 0 10 20 30 40 50 60SSC(mgLˉ¹) Flow Rate (m³ sˉ¹) Event 8Peak 1 CL Peak 2 CL Peak 3 CL
  • 22. Storm Based Events – River Owenabue 0 50 100 150 200 250 300 350 0 2 4 6 8 10 12 14 16 18 SSC(mgLˉ¹) FlowRate(m³sˉ¹) Event 3 Flow Rate SSC 0 50 100 150 200 250 300 350 0 5 10 15 20 SSC(mgLˉ¹) Flow Rate (m³ sˉ¹) Event 3Peak 1 CL Peak 2 CL 0 100 200 300 400 500 600 700 0 2 4 6 8 10 12 14 SSC(mgLˉ¹) FlowRate(m³sˉ¹) Event 12 Flow Rate SSC 0 100 200 300 400 500 600 700 0 2 4 6 8 10 12 14 SSC(mgLˉ¹) Flow Rate (m³ sˉ¹) Event 12 Peak 1 CL
  • 23. Nutrient Transport • Dissolved and particulate nutrient behaviour investigated • Wide variability in nutrient concentrations • Discharge and SSC influence concentrations • Turbidity found to be a suitable surrogate for some phosphorous parameters (TP and PP) but nitrogen parameters were not well correlated Ref: Harrington, S. T. and Harrington, J. R.: Dissolved and particulate nutrient transport dynamics of a small Irish catchment: the River Owenabue, Hydrol. Earth Syst. Sci., 18, 2191-2200, doi:10.5194/hess-18-2191-2014, 2014.
  • 24. Acknowledgements • Funding Sources IOTI Technological Sector Research Programme Office of Public Works Byrne Looby PHMcCarthy • River Data Office of Public Works EPA • Postgraduate Research Team Sean Harrington, James Hickey, John Gamble, Kevin Motherway, John Clancy