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An Empirically-based sediment budget for the Normanby Basin: Key Findings & Implications Australian Rivers Institute, Griffith University Andrew Brooks, John Spencer, Jon Olley, Tim Pietsch, Daniel Borombovitz, Graeme Curwen, Leila Eslami-Endargoli, Anne Bourgeault, Jeff Shellberg, Christina Howley
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Page 1: An Empirically-based sediment budget for the Normanby Basincapeyorkwaterquality.info/sites/default/files/... · An Empirically-based sediment budget for the Normanby Basin: Key Findings

An Empirically-based sediment budget for the Normanby Basin:

Key Findings & Implications

Australian Rivers Institute, Griffith University

Andrew Brooks, John Spencer, Jon Olley, Tim Pietsch, Daniel Borombovitz, Graeme Curwen, Leila Eslami-Endargoli, Anne Bourgeault, Jeff Shellberg,

Christina Howley

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Normanby Sediment Budget 2

Normanby Catchment (1 of 10 Reef Plan priority catchments)

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Normanby Sediment Budget 3

Land-use • Grazing – 71% • Conservation (Nat

Parks) – 27% • Intensive agriculture

(Lakeland basalt country) 0.2%

• Alluvial gold & tin mining (minor)

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Normanby Sediment Budget 4

Normanby Sediment Budget Summary (Brodie et.al. 2003)

SS Inputs Kt/yr BL Inputs Kt/yr colluvial gully 173 173

Bank 17.5 17.5 Total Hillslope 15,670

Hillslope delivered 1,567 0 tot inputs 1,758 190.5

storage 664 115

Export 1,094 76

9.8% 1.0%

89.2%

Suspended Sed sources

colluvialgully

Bank

Hisllslope

90.8%

9.2% 0.0% Bed material sources

colluvialgully

Bank

Hisllslope

37.8% 62.2%

SS storage & Export as % of I/P to stream network

storage

Export

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Normanby Sediment Budget 5

What did we actually know about sediment loads in this catchment in 2009?

• Very few empirical data.. – Some TSS data from Kalpowar gauge - DERM – Several years nutrient load data & TSS – Furnas AIMS (Kalpowar) – Baseline WQM data (turbidity data) – CYMAG/Howley (2006 – 2010) – Some Imagery

Feb 7 2007

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Normanby Sediment Budget 6

Kalpowar gauge bypass??

Wallace et al., (2012) estimated 43% bypass

Kalpowar Gauge

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Background to this study • Two views of the Normanby

1) Based on the SedNet modelling – that it is a major sediment source to the reef - and yet another fairly heavily impacted tropical catchment (5 x increase in Post-European supply)

2) That it represents a reference catchment, which to date appears to have had relatively little impact on the adjacent reefs

Key question – Which of these views is correct? Are they both right? Something in between?

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Focus for our study • Re-parameterisation a new model from the ground

up - – Measure hillslope erosion rates – Map location and extent of gullies in catchment – Measure gully & bank erosion rates (repeat LiDAR & A/P

analysis) – Sediment tracing (radionuclides & geochem) (sfce/sub-sfce

sources + major source locations) – In-stream load measurements (RSS network) – Geochronology of benches, floodplain, and gully systems

(evidence for post-European change) ~ 90 OSL dates

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Sediment tracing – source to sink (210Pb, 137 Cs, REE)

• Repeat LiDAR (2009/11) ~3% of catchment; 0.5 % repeat

• OSL dating (Gullies, Benches, FPs) - 90 dates

• Sediment load sampling (RSSs @ gauge stations)

• Hillslope Erosion Measurement (HSTs)

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Does Hillslope erosion dominate?: Model predicts high rates on high slopes

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Previous modelling predicted these areas to be the dominant sediment sources

Many slopes are bare rock with v little soil – supply limited.

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measured hillslope sediment production rates (2009-10; 10-11 Wet season)

11 traps located on 4 main geologies – in high sediment production zone. 2 wet seasons – within LiDAR blocks Measured all RUSLE parameters at plot scale except K

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13

21

44

357

31 11

738

74

105

12 35

60

1649

1834

110

5629

801

1486

62

3339

600 58

3

27

1068

1

0.03 0.06

0.16

0.0008 0.0001

0.001

0.01

0.1

1

10

100

1000

HF Metaseds (n=6) Granites (n=3) GF Sandstones (n=3) Basalts (n=3)

annu

al so

il lo

ss (t

/ha/

yr)

Representative Soils from Major Geological Units

Comparison between RUSLE Modelled and Measured Mean Annual Total Hillslope Erosion - Normanby Catchment

1) Brodie et al 2003data

2) DNRM 2012 data

3)GU trap c'ment data- Late Dry C

4) GU trap c'mentdata - Wet Ssn. av C

5) GU trap c'mentdata - DNRM 2012 C

6) Msrd Trap totalyield

c'ment scale data

plot scale data

C’m

ent s

cale

RU

SLE

data

Pl

ot s

cale

RU

SLE

data

Note log scale

= ratio of modelled to measured

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Hillslope Erosion at Catchment Scale...modelled vs measured

• Total Hillslope suspended sediment production across the

Normanby basin = approx 33,590 t/yr

(cf 15,760,000 by previous SedNet Modelling = 470 x measured)

(Tracing data (below) suggests ~ 220 Kt/yr)

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Why is RUSLE over-predicting HS Erosion?

1. Fundamental problems with understanding of K (erodibility)

factors for these soils (confounded with C (cover) factor)

2. Late Dry C Factor underestimates true average cover across the wet season

3. Data interpolation issues (e.g. R factor - erosovity)

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C Factor

0.0010

0.0100

0.1000

1.0000

0 50 100 150 200 250

C fa

ctor

Days since start of monitoring period (early November in each year)

Derived C Factor across 2009-10 & 2010-11 Wet Season for selected Hillslope Sediment Trap sites

C factor KP1_09-10

C factor Spv_09-10

C factor NSS1_09-10

C factor NG1_09-10

C factor NSS1_10-11

C factor NSS2_10-11

C factor KPt1_10-11

C factor KPt2_10-11

C factor KPt3_10-11

C factor KPt4_10-11

C factor KPt5_10-11

C factor NG1_10-11

C factor NG2_10-11

C factor SPV1_10-11

C factor SPV2_10-11

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Normanby Sediment Budget

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Fallout radionuclides (Cs-137 and Pb-210ex) • widely used to determine the relative contribution

of hillslope and gully/channel erosion to stream sediments

Hillslope vs channel erosion

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Net Annual Suspended Sediment Output

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Other tracing studies in northern Australia

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So where is the sediment really coming from?

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Repeat LiDAR analysis

Examples of source classes

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LiDAR change data + spatial interpolation forms primary input to

new sediment budget model...

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Note alluvial gullies not represented in previous modelling

15900, 1%

736400, 24%

411800, 13%

1672100, 54%

249900, 8%

Normanby Suspended Sediment Inputs

Hillslope (t/y) before SDRappliedAlluvial Gully (t/y)

Colluvial Gully (t/y)

Secondary Channel (t/y)

BankErosion (t/y)

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Minor alluvial channel bank erosion

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y

20km2 stream initiation threshold excludes small

streams from 31% of catchment (attributed to

hillslope erosion).

e.g. Of Channel erosion from minor trib

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Alluvial gully erosion

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e.g. of Alluvial gully erosion

Photos Jeff Shellberg

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No relationship with National Gully dataset

Alluvial gully erosion rate (m3/yr/270m2 pixel – from repeat LiDAR (2009-11)

Corrected for long term A/P rates

Total long term annual av Gully erosion rate 1.14 Mt/year

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Colluvial gully erosion

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Normanby Sediment Budget

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Bank erosion (main channels)

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Net Annual Suspended Sediment Output

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In-channel suspended sediment storage

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Sediment Storage – benches & floodplains

424100, 25%

1270400, 75%

Normanby Suspended Sediment Storage

ChannelAggradation(t/y)

FPDeposit(t/y)

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Normanby Sediment Budget

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266500, 19%

105200, 8%

639000, 46%

298200, 21%

81900, 6%

Mean annual sediment contribution to PCB

MARRETT RIVER

NORMANBY RIVER

BIZANT RIVER

NORTH KENNEDYRIVEROther

Inputs Annual Load (t/yr) 1 stdev

Hillslope

15,901 na

Alluvial Gully

736,409 na

Colluvial Gully

411,844 na

2ndry Channel

1,672,108 na Main ch Bank Erosion

249,879

204,861

total inputs

3,086,140

204,861

Storage in-channel benches

424,094

404

floodplain deposition

1,270,417

17,203

total storage

1,694,511

17,607

Net Output

1,391,629

222,468

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Normanby Sediment Budget

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So how much sediment is 1.4Mt?

36 SSSD Normanby

One of these holds ~ 10t

139 000 of them parked end to end would be a line of trucks from Cooktown to Mackay

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• But wait – there’s more...

37 SSSD Normanby

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So what do the PCB sediments tell us about sources?

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PCB bottom sediment source REE geochemistry

Upper Catchment Sediment sources not well represented. Appears lower floodplain & coastal plain are key sources

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Coastal plain stripping

Conservative estimate ~ 220Mt from ~ 185 km2 area

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Coastal plain

remnant pedestals

Sfce age ~ 0.7ka

Sfce age ~ 0.45ka

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42

PCB Deposition rates by source (our data) based on Torgersen et al., (1983) accretion rates

Annie Bizant

North Kenne

dy Hann Moorehe

ad Norman

by Saltwat

er Stewar

t Coastal

plain Sand Marin

e

Mean 0.012 0.239 0.002 0.012 0.009 0.039 0.002 0.011 0.138 0.260 0.276

Std Deviation 0.019 0.141 0.007 0.069 0.031 0.062 0.009 0.022 0.150 0.222 0.171

Std error 0.003 0.021 0.001 0.010 0.005 0.009 0.001 0.003 0.022 0.033 0.026

Deposition rates Ktonnes per year derived from each source

6.1 mm/yr 189 3839 27 195 143 633 27 185 2207 4172 4432

2.3 mm/yr 71 1448 10 74 54 239 10 70 832 1573 1671

Delta & coastal plain sources = 2.3 – 6 Mt/yr -

Torgersen, T., Chivas, A.R., Chapman, A., (1983). Chemical and Isotopic characterisation and sedimentation rates in Princess Charlotte Bay Queensland. BMR Journal of Australian Geology and Geophysics 8, 191-200.

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Tidally driven sediment plumes entering PCB

pics Ian McCollum

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Jan 7th Feb 26th

Feb 27th April 1st

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Summary (upper catchment sources) i.e. Excl. Coastal plain

GU 2012 SS I/Ps (t) % Brodie et al 2003 % colluvial gully 411800 13% 173000 10% alluvial gully 736400 24% 0 0%

hillslope delivered 15900 1% 1576000 89% Mainstem bank erosion 249900 8% 17500 1%

2ndry alluvial channel erosion 1672000 54% 0 0 total 3086000 100% 1766500 100% storage 1697300 55% 664000 37% Net (=18% of PCB accretion) 1,390,000 1,102,000

Coastal plain/delta contrbt’n ~4 MT

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Conclusions

1. Hillslope erosion not the dominant source 2. Gully erosion, and bank erosion dominate 3. Still considerable uncertainty – and unmeasured residuals... 4. Can’t find evidence for 5 fold post-European increase in sed

yield from Catchment (pre-European rates probably under-predicted)

5. But – land use clearly has elevated sed supply (1.4Mt/yr still 3rd highest catchment contribution to GBR – without coastal erosion source)

6. Storage within the system has absorbed a large amount of the additional yield

7. We would regard the empirical data underpinning this study to be the bare minimum!

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Conclusions Cont.

Management conclusions to follow at 12:10.

“Modelling is an important accompaniment to measurement, but is no substitute for it; science requires observation, and without that we will cease to progress in understanding our environment, and therefore in managing it appropriately” Silbertstein, 2006

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• Acknowledgements: This project is funded through the Federal Govt Reef Rescue Program in

partnership with Cape York Sustainable Futures (CYSF) & Cape York Marine Advisory Group (CYMAG)

Thanks to Isha Segboer & Trish Butler (CYSF), Ian & Malcolm McCollum

(CYMAG), Ron Harrigan (Normanby Station), Darryl Paradise (Kings Plains Station), Damian & Bridget Curr (Springvale Station); Jason Carroll (Sthrn CY Catchments), Amanda Hogbin (OLKLA Corp), The Laura Rangers, Ted & Sue Lee, Bungie Scott, & many others....

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49 Presentation title 4

9

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50 Presentation title 5

0

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• E.g. KPHST1 – modelled rates ~75t/ha/yr

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6 Tonne pile of dirt 1 kg pile of dirt

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RUSLE predictions for this trap per year = 30 tonnes

Measured annual yield= 0.1-0.2 kg

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How do we explain this discrepancy?

Was our sampling period not

representative?

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Key Landuse Drivers

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Historical A/P analysis of gully erosion

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

1800 1850 1900 1950 2000 2050

Rela

tiva

Gul

ly a

rea

( A/A

o)

Year

Relative change in gully area

N5 eg 1

N5 eg 2

N5 eg 3

N5 wg 1

N14 g1

N14 g3

N4 g1

N13 g1

N13 g2

N10 g1

N16 g1

N18 g1

N20 g1

N23 g1

N9 g1

N9 g2

Gullies found to be both pre- and post-European – backed up by geochronology These data provide longer term rate data

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Roads as sediment sources

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Road Runoff - Unsealed Road Runoff – Normanby Catchment (Angela Gleeson Hons Thesis, 2012)

• Surface area of roads = 56.76km² and intersects 1190 times with the surrounding stream network (40.4 km² unsealed);

• The network is 34.91km² greater than total area of intensive agriculture (21.85km²) (ABS, 2005-2006);

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•EMCs from road runoff ~ 2nd only to Mining from Bartley et al’s data •3-4 orders of magnitude > Hillslope erosion EMCs

• Roads should be considered as a major landuse

1

10

100

1000

10000

100000

1000000

Cotton (TSS) Diary andGrazing (TSS)

Forest (TSS) Military (TSS) Sugar Cane (TSS) Mine (TSS) BCR (SSC) PMR (SSC)

The

conc

entr

atio

n of

susp

ende

d so

lid-p

ahse

mat

eria

l (m

g/L)

Land Use

Bartley and Speir (in press) Major Land Uses and their TSS compared to Unsealed Roads

Med = 46.7 TSS

Med = 828 mg/L

Med = 581.4 mg/L

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Based on rainfall data over 2009 – 2011 – annual runoff from roads ~ 7500t (25% of

all hillslope runoff) 42% of the experimental V-Drains were found to have associated gullies (Gleeson,

2012) - a sample from ~10km of road - indicated ~ 2,260 tonnes of additional erosion from

V drain induced gullies (timescale unknown) (i.e. this adds to total road sed load)


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