1
Development of Site Specific Climate Scenarios for River and Sediment Discharge using Macrophysical Climate Models: An Example From Puerto Rico 1 Paula E. Allen and Samantha W. Kaplan 2 1 Unites States Environmental Protection Agency, Office of Research and Development, Landscape Ecology Branch, 944 E Harmon Ave., Las Vegas, NV 89119, [email protected] 2 Department of Geography and Geology, University of Wisconsin Stevens Point, Stevens Point, WI 62703 Abstract Climate change and land use change are the primary drivers of changes in ecosystem services globally. Global climate models suggest that in the future Puerto Rico and other small islands in the Caribbean will experience changes in rainfall seasonality. It is anticipated that water demands during low-rainfall periods may not be met, and an overall increase in river discharge due to greater amounts of rainfall during wet periods will cause increased damage from flooding and landslides. Land derived sources of sediment and nutrients carried to the marine environment by streams may also increase significantly. Changes in stream flow due to climate change may have profound effects on the downstream production of ecosystem services provided by the marine environment. Global climate models cannot predict the site specific changes in rainfall. However, site specific rainfall data is precisely what is needed in order to assess the potential localized impacts of increased stream flow and sediment discharge on reefs and other benthic communities providing essential ecosystem services to island populations. The Bryson Macrophysical Climate Model (MCM) was used to model average monthly temperature, rainfall and its seasonality, and river and sediment discharge for nine USGS gauging stations in Puerto Rico for the past 14,000 years. Temperature and rainfall was calibrated to NOAA HCDN 1961-1990 climate normal's. River and sediment discharge was calibrated to USGS gauging station data downloaded from their website. We provide an example from one of our modeled river basins, of how site specific climate scenarios may be developed from MCM output. Hydrologic models such as SWAT, SEDMOD/RUSLE, or AnnAGNPS use daily rainfall data as model input. We chose the wettest and driest years (highest and lowest rainfall years) from the MCM results for the Guanajibo River near Hormigueros. As these data are monthly averages, we used the ratio of average daily rainfall to total monthly rainfall for the 30 year climate normal's to derive daily rainfall datasets for use in hydrologic models. Stream and sediment discharge for the basin was modeled using modern (1961-1990) rainfall data and compared to model runs using the derived rainfall data for today and wet and dry scenarios. References Berger, A. 1978. Long term variations of caloric insolation resulting from the earth’s orbital elements. Quaternary Research 9:139-167. Bryson, R.A., DeWall, K.M., 2007. An introduction to the Archaeoclimatology macrophysical climate model. In: Bryson, R.A., DeWall, K.M. (Eds.), A Paleoclimatology Workbook: High Resolution, Site-Specific, Macrophysical Climate Modeling. The Mammoth Site, Hot Springs, SD, pp. 3–11. Bryson, R.A., 2005. Archaeoclimatology. In: Oliver, J.E. (Ed.), Encyclopedia of World Climatology. Encyclopedia of Earth Series. Springer, New York, pp. 58–63. Hopkins, E.J. 1985. Analysis of Astronomically-induced monthly and zonally averaged extra- atmospheric irradiance variations for the earth over the last 500,000 years. PhD thesis, University of Wisconsin – Madison, 919p. Warne, A.G., Webb, R.M.T., and Larsen, M.C., 2005, Water, Sediment, and Nutrient Discharge Characteristics of Rivers in Puerto Rico, and their Potential Influence on Coral Reefs: U.S. Geological Survey Scientific Investigations Report 2005-5206, 58 p. Summary The Bryson Macrophysical Climate Model provides site-specific, local response to changing circulation regimes within a region. It is site specific by virtue of the fact it implicitly considers topography and other local factors via calibration to local climate stations. The MCM has been validated with paleoecology and archaeology data at sites throughout the world (Bryson & DeWall 2007). In contrast to the MCM, the resolution (1-2 degrees of lat/long) of general circulation models (GCM) make GCMs unsuitable for local questions of climate change particularly in mountainous areas. Using the Bryson Macroclimate Model (MCM) we modeled rainfall, stream and sediment discharge for several USGS gauging stations in Puerto Rico. We used climate normal's (1961-1990) for the nearest NOAA cooperative climate station obtained from NOAA. Stream discharge data for USGS gauges and sediment discharge data for 4 of these stations were obtained from the USGS NWIS website. Stream and sediment discharge data for Puerto Rican basins that have previously been calculated (Warme et al. 2004) were obtained from the USGS Caribbean Water Science Center. We used the Guanajibo River NR Hormigueros gauge as an example of our climate scenario development. Because our models are calibrated to local conditions, realistic site specific climate scenarios based on site histories can be developed . Although currently the MCM is not predictive, by using daily to monthly average ratios for rainfall normal's data can be used in hydrologic models that consider current land use and soils. Future work includes SWAT modeling using the climate scenarios developed using the MCM. The Working MCM Model 1. Uses measured solar radiation as it varies with Milankovitch cycles and probability of volcanic eruptions (Volcanicity Index) 2. Calculates net surface radiation for each hemisphere using the albedo, irradiance and volcanic aerosol values (Berger 1978; Hopkins, 1985). 3. Derives monthly mean hemisphere temps from seasonal hemisphere temps and modern mean surface temps as a control. 4. Calculates large scale meridional temp gradients, combines this with modern synoptic data (locations of centers of action like ITCZ, etc.) using monthly hemisphere temps. 5. Creates site specific MCMs using multiple non-linear regression techniques to link modern positions of the synoptic features to monthly weather station data (temperature, rainfall, storm frequency, snowfall, etc) and stream gauge data (river, sediment, nutrient discharge etc.). Volcanicity Index 0.00 0.50 1.00 1.50 2.00 2.50 3.00 -15000 -13000 -11000 -9000 -7000 -5000 -3000 -1000 14C Calibrated Years BP Index J E T 1 2 0 W North Pacific High ITCZ Jet Stream Azores High 0 20 40 60 80 100 120 140 160 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Precipitation mm 0 50 100 150 200 250 300 350 400 450 500 Precipitation History July Precipitation mm Jan Jul 29 29.2 29.4 29.6 29.8 30 30.2 30.4 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Temp. Degrees C 31.4 31.6 31.8 32 32.2 32.4 32.6 32.8 33 Temperature History July Temp. Degrees C Jan Jul Rio Guanajibo NR Hormigueros USGS Gauge # 50138000 Annual Average Disch. m^3/s River Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave 50138000 0 20 40 60 80 100 120 140 160 180 -16000 -1400 0 -12000 -100 00 -8000 -6000 -40 00 -2000 0 Calendar Years BP Annual Storms 0 5 10 15 20 25 30 35 Storm History Summer Storms Annual Sum Jul-Aug Sum Climate Scenario Development – Rio Guanajibo NR Hormigueros 50131990 50136400 MODELED ANNUAL MARCH OF PRECIPITATION RIO GUANAJIBO NR HORMIGUEROS 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec MONTH PRECIPITATION (mm ) WET (5,800 BP) NORMALS DRY (10,000 BP) TODAY Modeled Annual Rainfall for Climate Scenarios and Climate Normals (1961-1990) 1,950 2,000 2,050 2,100 2,150 2,200 2,250 2,300 2,350 2,400 DRY (-10000) NORMALS TODAY WET (-5800) Annual Rainfall (mm) PUERTO PUERTO PUERTO PUERTO RICO RICO RICO RICO 50136400 Reef Locations of Puerto Rico Derived Daily Rainfall Estimates 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 0 50 1 0 0 15 0 20 0 2 5 0 30 0 35 0 4 0 0 Days of the Year Rainfall (mm) TODAY WET SCENARIO DRY SCENARIO Rio Rosario NR Hormigueros 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP Annual Average Disch. m^3/s 0 0.5 1 1.5 2 2.5 3 3.5 4 River Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave Rio Rosario NR Hormigueros 0 10 20 30 40 50 60 70 80 90 100 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Precipitation mm 0 50 100 150 200 250 300 350 400 450 500 Precipitation History July Precipitation mm Jan Jul Rio Rosario NR Hormigueros 0 0.5 1 1.5 2 2.5 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP Annual Average Disch. m^3/s 0 1 2 3 4 5 6 7 8 9 Sediment Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave Rio Guanajibo at HWY 119 at San German 0 2 4 6 8 10 12 14 16 Calendar Years BP Annual Average Disch. m^3/s 0 2 4 6 8 10 12 14 16 River Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave Rio Guanajibo at HWY 119 at San German 0 10 20 30 40 50 60 70 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Precipitation mm 0 200 400 600 800 1000 1200 1400 1600 1800 Precipitation History July Precipitation mm Jan Jul RIO FAJARDO NR FAJARDO 0 20 40 60 80 100 120 140 -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Precipitation mm 0 50 100 150 200 250 300 Precipitation History July Precipitation mm Jan Jul 1. We modeled monthly rainfall using the Bryson MCM and selected the wettest and driest years based on total annual rainfall over the last 10,000 years. 2. Using the monthly average rainfall from the climate normal period (1961-1990) and the daily average normal's we calculated the daily to monthly rainfall ratio. 3. We derived daily rainfall estimates by multiplying the normal's ratios with the modeled monthly averages for the chosen wet and dry scenarios. These daily values can be used as input to hydrologic models in order to determine stream discharge and sediment discharge given present land use and soil type. RIO FAJARDO NR FAJARDO -16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0 Calendar Years BP Annual Average Disch. m^3/s 0 0.1 0.2 0.3 0.4 0.5 0.6 River Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave RIO FAJARDO NR FAJARDO -16000 -14000 -12000 - 100 00 -8000 -6000 -4000 -2000 0 Calendar Years BP Annual Average Disch. Kg/s 0 1 2 3 4 5 6 7 Sediment Discharge Summer Ave. Disch. kg/s Annual Ave Jul-Aug Ave Rio Portugues NR Tibes 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 0 -2000 -4000 -6000 -8000 -10000 -12000 -14000 -16000 Calendar Years BP Annual Ave Discharge (m^3/s 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 River Discharge Summer Discharge (m^3/s) Jul-Aug Av e Annual Ave RIO PORTUGUES NR TIBES (TIBES) 0 5 10 15 20 25 30 -16000 -14000 -12000 - 10000 -8000 -6000 -4000 -2000 0 Calendar Years BP January Precipitation mm 0 1000 2000 3000 4000 5000 6000 Precipitation History July Precipitation mm Jan Jul 50114900 RIO PORTUGUES NR TIBES (TIBES) Calendar Years BP Annual Average Sediment Disch. Kg/s 0 5 10 15 20 25 Sediment Discharge History Summer Ave. Disch. m^3/s Annual Ave Jul-Aug Ave A-D point to sediment plumes discharging from major rivers. Photo from Warne et al 2004

Development of Site Specific Climate Scenarios for River

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Development of Site Specific Climate Scenarios for River and Sediment Discharge using Macrophysical Climate Models: An Example From Puerto Rico

1Paula E. Allen and Samantha W. Kaplan2

1Unites States Environmental Protection Agency, Office of Research and Development, Landscape Ecology Branch, 944 E Harmon Ave., Las Vegas, NV 89119, [email protected]

2Department of Geography and Geology, University of Wisconsin Stevens Point, Stevens Point, WI 62703Abstract

Climate change and land use change are the primary drivers of changes in ecosystem services globally. Global climate models suggest that in the future Puerto Rico and other small islands in the Caribbean will experience changes in rainfall seasonality. It is anticipated that water demands during low-rainfall periods may not be met, and an overall increase in river discharge due to greater amounts of rainfall during wet periods will cause increased damage from flooding and landslides. Land derived sources of sediment and nutrients carried to the marine environment by streams may also increase significantly. Changes in stream flow due to climate change may have profound effects on the downstream production of ecosystem services provided by the marine environment. Global climate models cannot predict the site specific changes in rainfall. However, site specific rainfall data is precisely what is needed in order to assess the potential localized impacts of increased stream flow and sediment discharge on reefs and other benthic communities providing essential ecosystem services to island populations. The Bryson Macrophysical Climate Model (MCM) was used to model average monthly temperature, rainfall and its seasonality, and river and sediment discharge for nine USGS gauging stations in Puerto Rico for the past 14,000 years. Temperature and rainfall was calibrated to NOAA HCDN 1961-1990 climate normal's. River and sediment discharge was calibrated to USGS gauging station data downloaded from their website. We provide an example from one of our modeled river basins, of how site specific climate scenarios may be developed from MCM output.

Hydrologic models such as SWAT, SEDMOD/RUSLE, or AnnAGNPS use daily rainfall data as model input. We chose the wettest and driest years (highest and lowest rainfall years) from the MCM results for the Guanajibo River near Hormigueros. As these data are monthly averages, we used the ratio of average daily rainfall to total monthly rainfall for the 30 year climate normal's to derive daily rainfall datasets for use in hydrologic models. Stream and sediment discharge for the basin was modeled using modern (1961-1990) rainfall data and compared to model runs using the derived rainfall data for today and wet and dry scenarios.

ReferencesBerger, A. 1978. Long term variations of caloric insolation resulting from the earth’s orbital

elements. Quaternary Research 9:139-167.Bryson, R.A., DeWall, K.M., 2007. An introduction to the Archaeoclimatology macrophysical

climate model. In: Bryson, R.A., DeWall, K.M. (Eds.), A Paleoclimatology Workbook: High Resolution, Site-Specific, Macrophysical Climate Modeling. The Mammoth Site, Hot Springs, SD, pp. 3–11.

Bryson, R.A., 2005. Archaeoclimatology. In: Oliver, J.E. (Ed.), Encyclopedia of WorldClimatology. Encyclopedia of Earth Series. Springer, New York, pp. 58–63.

Hopkins, E.J. 1985. Analysis of Astronomically-induced monthly and zonally averaged extra-atmospheric irradiance variations for the earth over the last 500,000 years. PhD thesis, University of Wisconsin – Madison, 919p.

Warne, A.G., Webb, R.M.T., and Larsen, M.C., 2005, Water, Sediment, and Nutrient Discharge Characteristics of Rivers in Puerto Rico, and their Potential Influence on Coral Reefs: U.S. Geological Survey Scientific Investigations Report 2005-5206, 58 p.

SummaryThe Bryson Macrophysical Climate Model provides site-specific, local response to changing

circulation regimes within a region. It is site specific by virtue of the fact it implicitly considers topography and other local factors via calibration to local climate stations. The MCM has been validated with paleoecology and archaeology data at sites throughout the world (Bryson & DeWall 2007). In contrast to the MCM, the resolution (1-2 degrees of lat/long) of general circulation models (GCM) make GCMs unsuitable for local questions of climate change particularly in mountainous areas.

Using the Bryson Macroclimate Model (MCM) we modeled rainfall, stream and sediment discharge for several USGS gauging stations in Puerto Rico. We used climate normal's (1961-1990) for the nearest NOAA cooperative climate station obtained from NOAA. Stream discharge data for USGS gauges and sediment discharge data for 4 of these stations were obtained from the USGS NWIS website. Stream and sediment discharge data for Puerto Rican basins that have previously been calculated (Warme et al. 2004) were obtained from the USGS Caribbean Water Science Center. We used the Guanajibo River NR Hormigueros gauge as an example of our climate scenario development.

Because our models are calibrated to local conditions, realistic site specific climate scenarios based on site histories can be developed . Although currently the MCM is not predictive, by using daily to monthly average ratios for rainfall normal's data can be used in hydrologic models that consider current land use and soils. Future work includes SWAT modeling using the climate scenarios developed using the MCM.

The Working MCM Model1. Uses measured solar radiation as it

varies with Milankovitch cycles and probability of volcanic eruptions (Volcanicity Index)

2. Calculates net surface radiation for each hemisphere using the albedo, irradiance and volcanic aerosol values (Berger 1978; Hopkins, 1985).

3. Derives monthly mean hemisphere temps from seasonal hemisphere temps and modern mean surface temps as a control.

4. Calculates large scale meridional temp gradients, combines this with modern synoptic data (locations of centers of action like ITCZ, etc.) using monthly hemisphere temps.

5. Creates site specific MCMs using multiple non-linear regression techniques to link modern positions of the synoptic features to monthly weather station data (temperature, rainfall, storm frequency, snowfall, etc) and stream gauge data (river, sediment, nutrient discharge etc.).

Volcanicity Index

0.00

0.50

1.00

1.50

2.00

2.50

3.00

-15000 -13000 -11000 -9000 -7000 -5000 -3000 -1000

14C Calibrated Years BP

Ind

ex

JET 120W

• North Pacific High• ITCZ• Jet Stream• Azores High

0

20

40

60

80

100

120

140

160

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Jan

uary

Pre

cipi

tati

on

mm

050100150200250300350400450500

Precipitation History

July Precip

itation mm

Jan Jul

29

29.2

29.4

29.6

29.8

30

30.2

30.4

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Janu

ary

Tem

p. D

egre

es C

31.4

31.6

31.8

32

32.2

32.4

32.6

32.8

33

Temperature History

July Tem

p. D

egrees C

Jan Jul

Rio Guanajibo NR HormiguerosUSGS Gauge # 50138000

0

10

20

30

40

50

60

70

80

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

C alend ar Y ears B P

An

nua

l Ave

rag

e D

isch

. m^3

/s

0

10

2 0

3 0

4 0

50

6 0

70

8 0

River Discharge History

Su

mm

er Ave. D

isch. m

^3/s

Annual Ave Jul-Aug Ave

50138000

0

20

40

60

80

100

120

140

160

180

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Ann

ual

Sto

rms

0

5

10

15

20

25

30

35

Storm History

Su

mm

er Storm

s

Annual Sum Jul-Aug Sum

Climate Scenario Development – Rio Guanajibo NR Hormigueros

50131990

50136400

MODELED ANNUAL MARCH OF PRECIPITATIONRIO GUANAJIBO NR HORMIGUEROS

0.0050.00

100.00150.00200.00250.00300.00350.00400.00

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

MONTH

PR

EC

IPIT

ATI

ON

(m

m )

WET (5,800 BP) NORMALS DRY (10,000 BP) TODAY

Modeled Annual Rainfall for Climate Scenarios and Climate Normals (1961-1990)

1,950

2,000

2,050

2,100

2,150

2,200

2,250

2,300

2,350

2,400

DRY (-10000) NORMALS TODAY WET (-5800)

An

nu

al R

ain

fall

(mm

)

PUERTOPUERTOPUERTOPUERTO RICORICORICORICO

50136400

Reef Locations of Puerto Rico

Derived Daily Rainfall Estimates

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

0 50 100 150 200 250 300 350 400

Days of the Year

Rai

nfa

ll (m

m)

TODAY WET SCENARIO DRY SCENARIO

Rio Rosario NR Hormigueros

0

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Ann

ual

Ave

rage

Dis

ch.

m^3

/s

0

0.5

1

1.5

2

2.5

3

3.5

4

River Discharge History

Su

mm

er Ave. D

isch. m

^3/s

Annual Ave Jul-Aug Ave

Rio Rosario NR Hormigueros

0

10

20

30

40

50

60

70

80

90

100

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Jan

uar

y P

rec

ipit

atio

n m

m

0

50

100

150

200

250

300

350

400

450

500

Precipitation History

July P

recip

itation

mm

Jan Jul

Rio Rosario NR Hormigueros

0

0.5

1

1.5

2

2.5

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

An

nual

Ave

rage

Dis

ch. m

^3/s

0

1

2

3

4

5

6

7

8

9

Sediment Discharge History

Sum

mer A

ve. Disch. m

^3/s

Annual Ave Jul-Aug Ave

Rio Guanajibo at HWY 119 at San German

0

2

4

6

8

10

12

14

16

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

An

nual

Ave

rage

Dis

ch. m

^3/s

0

2

4

6

8

10

12

14

16

River Discharge History

Sum

mer A

ve. Disch

. m^3/s

Annual Ave Jul-Aug Ave

Rio Guanajibo at HWY 119 at San German

0

10

20

30

40

50

60

70

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Janu

ary

Pre

cip

itat

ion

mm

020040060080010001200140016001800

Precipitation History

July Precipitation

mm

Jan Jul

RIO FAJARDO NR FAJARDO

0

20

40

60

80

100

120

140

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Jan

uar

y P

reci

pit

atio

n

mm

0

50

100

150

200

250

300

Precipitation History

July P

recipitatio

n mm

Jan Jul

1. We modeled monthly rainfall using the Bryson MCM and selected the wettest and driest years based on total annual rainfall over the last 10,000 years.

2. Using the monthly average rainfall from the climate normal period (1961-1990) and the daily average normal's we calculated the daily to monthly rainfall ratio.

3. We derived daily rainfall estimates by multiplying the normal's ratios with the modeled monthly averages for the chosen wet and dry scenarios. These daily values can be used as input to hydrologic models in order to determine stream discharge and sediment discharge given present land use and soil type.

RIO FAJARDO NR FAJARDO

0

0.05

0.1

0.15

0.2

0.25

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Ann

ual A

vera

ge D

isch

. m

^3/

s

0

0.1

0.2

0.3

0.4

0.5

0.6

River Discharge History

Su

mm

er Ave. D

isch. m

^3/s

Annual Ave Jul-Aug Ave

RIO FAJARDO NR FAJARDO

0

0.5

1

1.5

2

2.5

3

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

An

nual

Ave

rag

e D

isch

. K

g/s

0

1

2

3

4

5

6

7

Sediment Discharge

Sum

mer A

ve. Disch

. kg/s

Annual Ave Jul-Aug Ave

Rio Portugues NR Tibes

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0-2000-4000-6000-8000-10000-12000-14000-16000

Calendar Years BP

An

nu

al A

ve

Dis

ch

arg

e (m

^3

/s

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

River Discharge

Su

mm

er D

isc

ha

rge

(m^

3/s)

Jul-Aug Ave Annual Ave

RIO PORTUGUES NR TIBES (TIBES)

0

5

10

15

20

25

30

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

Jan

uar

y P

rec

ipit

atio

n m

m

0

1000

2000

3000

4000

5000

6000

Precipitation His tory

July P

recipitatio

n m

m

Jan Jul

50114900

RIO PORTUGUES NR TIBES (TIBES)

0

5

10

15

20

25

30

35

40

45

50

55

-16000 -14000 -12000 -10000 -8000 -6000 -4000 -2000 0

Calendar Years BP

An

nual

Ave

rage

Sed

imen

t Dis

ch.

Kg/

s

0

5

10

15

20

25

Sediment Discharge History

Sum

mer A

ve. Disch

. m^3/s

Annual Ave Jul-Aug Ave

A-D point to sediment plumes discharging from major rivers. Photo from Warne et al 2004