application of a coupled swat-bathtub model to evaluate

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1 Application of a coupled SWAT-BATHTUB model to evaluate phosphorus critical source areas and land management alternatives on the water quality of Lake Prespa, Macedonia 24 June 2015 Michael Winchell, Naresh Pai Stone Environmental, Inc. Dave Dilks LimnoTech Nikola Zdraveski United Nations Development Programme (UNDP) Presented at the 2015 international SWAT conference, Sardinia, Italy

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Page 1: Application of a coupled SWAT-BATHTUB model to evaluate

1

Application of a coupled SWAT-BATHTUB model to

evaluate phosphorus critical source areas and land

management alternatives on the water quality of Lake

Prespa, Macedonia

24 June 2015

Michael Winchell, Naresh Pai Stone Environmental, Inc.

Dave Dilks LimnoTech

Nikola Zdraveski United Nations Development Programme (UNDP)

Presented at the 2015 international SWAT conference, Sardinia, Italy

Page 2: Application of a coupled SWAT-BATHTUB model to evaluate

2

Presentation Outline

Study area

Study objectives

SWAT model:

• Development

• Calibration and Validation

BATHTUB model

• Background and development

• Simulation results

Phosphorus critical source area (CSA) analysis

Alternative management practices (preliminary results)

Conclusions and next steps

Page 3: Application of a coupled SWAT-BATHTUB model to evaluate

3

Study Area: Lake Prespa

You

are

here!

International:

• Macedonia

• Albania

• Greece

Watershed area:

• Land: 1,054 km2

• Lake: 305 km2

Elevation:

• Min: 823 m

• Max: 2,420 m

Page 4: Application of a coupled SWAT-BATHTUB model to evaluate

4

Study Area: Lake Water Quality Status

Based on 2014 monitoring data,

Prespa lake can be classified as:

• eutrophic based on TP

• mesotrophic based on

secchi depth and Chl-A

concentrations

Page 5: Application of a coupled SWAT-BATHTUB model to evaluate

5

Study Objectives

Develop a coupled SWAT/BATHTUB model

Identify phosphorus CSAs

Develop and evaluate alternative management practices

Determine impact of alternatives on lake water quality

Compile knowledge gained into a management tool for UNDP to guide future

activities in the watershed

Page 6: Application of a coupled SWAT-BATHTUB model to evaluate

6

SWAT Development: Subbasin/HRU Delineation Data

UNDP (20 m) and

ASTER (30 m) stitched to

produce 20 m DEM

DEM (m)

825 - 1,041

1,042 - 1,301

1,302 - 1,573

1,574 - 1,865

1,866 - 2,442

AGRL

AGRR

APPL

BARR

FRSD

FRST

ORCD

PAST

RNGB

RNGE

UCOM

URLD

URML

WATR

WETL

CORINE 2000/2006 (100 m) and vector orchard boundaries stitched and resampled to produce 20 m land use

ESDB (1 km), FAO (10

km) and 32 UNDP field

samples integrated to

produce soils data

Page 7: Application of a coupled SWAT-BATHTUB model to evaluate

7

SWAT Development: Subbasin/HRU Delineation Results

Land Use:

• 80% undeveloped

• 19% agriculture

• 1% developed

Soils: 48 soils classes, hydro group C dominant

Slope: 5 classes

• 0 – 3%: 10%

• 3 – 15%: 21%

• 15 – 25%: 17%

• 25 – 50%: 38%

• > 50%: 13%

HRU Delineation: No thresholds applied

• 126 subbasins

• 5,061 HRUs total

Page 8: Application of a coupled SWAT-BATHTUB model to evaluate

8

SWAT Model Development: Weather and Agronomy

Daily precipitation and temperature :

• NCEP CFSR, 1979-2013, 4 stations

• UNDP 2006-2014, 2 stations

Lapse rates generated from long term

isohyetal and temperature maps

Agronomic management schedules:

• Apples, wheat, potato (Macedonia)

• Corn, lima bean (Greece, Albania)

• Timing and frequency of planting,

harvesting, tillage, irrigation, and fertilizer

applications derived by local agronomist.

Page 9: Application of a coupled SWAT-BATHTUB model to evaluate

9

SWAT Calibration: Streamflow data

Monthly streamflow: 1983 – 2010

• Brajcinska River at Brajcino

• Golema River near Resen

(estimated)

Model warmup: 1979-1982

Calibration: 1997-2010

Validation: 1983 – 1996

Model performance evaluated based on

guidelines by Moriasi et al. (2007)

Golema

River near

Resen

Brajcinska

River at

BrajcinoMoriasi, D. N., J. G. Arnold, M. W. Van Liew, R. L. Bingner, R. D. Harmel and T. L. Veith. 2007.

Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans. ASABE 50(3):885-900.

Page 10: Application of a coupled SWAT-BATHTUB model to evaluate

10

SWAT Calibration: Example Streamflow Results

0

2

4

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8

10

121

/1/1

99

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/19

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/1998

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/1999

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5/1

/20

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Mo

nth

ly S

trea

mfl

ow

(m

3/s

)

Observed Simulated

Brajcinska River at Brajcino

PBIAS -2%, NSE 0.65, RSR 0.59

Based on performance evaluation criteria, PBIAS is “very good”, NSE is

“satisfactory”, and RSR is “good”

Page 11: Application of a coupled SWAT-BATHTUB model to evaluate

11

SWAT Validation: Example Streamflow Results

Based on performance evaluation criteria, PBIAS is “very good”, NSE and RSR

are “satisfactory”

0

2

4

6

8

10

121

/1/1

983

9/1

/19

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5/1

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1/1

/1985

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9/1

/1995

5/1

/19

96

Mo

nth

ly S

trea

mfl

ow

(m

3/s

) Brajcinska River at Brajcino

PBIAS -8%, NSE 0.59, RSR 0.64

Page 12: Application of a coupled SWAT-BATHTUB model to evaluate

12

SWAT Calibration: Water Quality Data

Monitoring data: 8 sites, 12/2013-

12/2014 (continuing in 2015)

Between 6 and 11 samples per site

Majority of samples during low flows

Calibration Strategy:

• Qualitative comparison of

observed concentration

distributions with simulated

distributions (same flow rate

range)

• Watershed-level calibration,

uniform parameter adjustmentsWater

quality

stations

Page 13: Application of a coupled SWAT-BATHTUB model to evaluate

14

SWAT Model Calibration: Example Water Quality

Results, 3 of 8 Sites

Sediment and TP simulations very close to observed data. Over predictions in the

highest percentiles likely reflect lack of monitoring data during high flows

0.00

0.05

0.10

0.15

0 0.2 0.4 0.6 0.8 1

Sed

imen

t (g

/L) Observed

Simulated

0

0.05

0.1

0.15

0 0.2 0.4 0.6 0.8 1

0

0.05

0.1

0.15

0 0.2 0.4 0.6 0.8 1

0

200

400

600

800

0 0.2 0.4 0.6 0.8 1

Tota

l P

hosp

horu

s

(ug/L

)

Percentile

0

200

400

600

800

1000

0 0.2 0.4 0.6 0.8 1Percentile

0

200

400

600

800

0 0.2 0.4 0.6 0.8 1Percentile

SP1 SP2 SP3

Page 14: Application of a coupled SWAT-BATHTUB model to evaluate

15

SWAT Model Calibration: Landscape Analysis, Plant

Growth

0

5

10

15

20

25

Jan

Feb

Mar

Apr

May Jun

Jul

Aug

Sep

Oct

Nov

Dec

Bio

mass

(t/

ha) Apple

harvest

Sep 30pruning

Mar 3041

42

43

44

45

46

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Deciduous Forest

43

44

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49

50

Jan

FebMar

Apr

MayJunJul

Aug

SepOct

Nov

Dec

Mixed Forest

Seasonal biomass growth pattern considered reasonable by a local agronomist

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Jan

FebMar

Apr

MayJunJul

Aug

SepOct

Nov

Dec

Pasture

0

2

4

6

8

10

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Bio

mass

(t/

ha) Potato

harvest

Aug 15planting

Apr 15

0

2

4

6

8

10

12

14Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Winter Wheat

harvest

July 15

planting

Nov 1

Page 15: Application of a coupled SWAT-BATHTUB model to evaluate

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SWAT Model Calibration: Landscape Analysis, Total P by

Soil Hydrologic Group

A B C D

Apple 1.24 1.33 1.53 1.48

Barren 0.34 NA NA NA

Urban 0.13 0.15 0.28 0.57

Corn NA NA 10.31 NA

Forest Deciduous 0.09 0.09 0.11 0.06

Forest Generic 0.09 0.09 0.13 NA

Lima NA NA 8.21 NA

Pasture 0.09 0.10 0.13 0.06

Potatoes 2.01 4.27 6.26 1.57

Range Brush 0.11 0.10 0.16 NA

Range Grass 0.11 0.12 0.18 NA

Wetlands 0.09 0.10 0.13 0.11

Winter Wheat 0.79 1.79 2.66 0.80

Soil Hydrologic Group

Forest and wetlands

generate lowest total P

Loads from urban areas

higher than undeveloped

Highest loads from heavily

cultivated agriculture (corn,

lima, potato)

P load generally increases

from A to C soils

D soils, a very small fraction

of the watershed (0.5%) did

not follow expected trend.

Page 16: Application of a coupled SWAT-BATHTUB model to evaluate

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SWAT-BATHTUB Coupling: BATHTUB Background

Steady-state model

A combination of mechanistic and empirical

sub-models

Empirical equations based on 2.5 million

observations from 271 lakes

Model outputs include:

• Total phosphorus

• Total nitrogen

• Chl-A

• Transparency

• Hypolimnetic oxygen demand

0.001

0.01

0.1

1

10

100

1000

0.01 0.1 1 10 100 1000

Total Phosphorus

Ch

loro

ph

yll

a

Page 17: Application of a coupled SWAT-BATHTUB model to evaluate

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SWAT-BATHTUB Coupling: BATHTUB Results

BATHTUB simulation for Lake Prespa run

with 2013 -2014 SWAT P load as input

Model calibrated to 2014 monitoring data

Results showed Total P, Chl-A, and Secchi

depth observations within range of simulation

Page 18: Application of a coupled SWAT-BATHTUB model to evaluate

20

CSA Analysis: Total P Load by Land Use

Corn and lima beans contribute highest total loads, followed by winter wheat potato,

and apples

267.3

212

.8

109.3

86.1

72

.8

45.7

41.1

19.6

3.1

2.6

2.1

1.9

0.4

0

50

100

150

200

250

300

350

Tota

l P

(kg/y

r) x

10

0

Page 19: Application of a coupled SWAT-BATHTUB model to evaluate

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CSA Analysis: Cumulative Watershed P Load

Page 20: Application of a coupled SWAT-BATHTUB model to evaluate

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Alternative Management Practices

Alternative management practices currently being considered include:

• Reduced irrigation in orchards

• Fertilizer best practices (placement and rate)

• Apple orchard waste management

• Wetland restoration (point source and non point source P)

• Erosion control from agricultural land

Page 21: Application of a coupled SWAT-BATHTUB model to evaluate

23

Alternative Management Practices: Irrigation Code

Modification

Current SWAT Code: Irrigation depth

capped to field capacity when using

outside source, resulting in lower than

intended irrigation amount

Revised SWAT Code: Set to use allow

user-specified depth (regardless of field

capacity), resulting in intended irrigation

amount

Code change impacted overall nutrient

flux

Surface runoff from irrigation events

currently a user-defined fraction of

irrigation, not based on a mechanistic or

empirical model

irrsub.f

revision

Page 22: Application of a coupled SWAT-BATHTUB model to evaluate

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Alternative Management Practices: Orchard Irrigation

Reduction

Current Irrigation Practice: 864 mm/year,

simulated as manual irrigation in SWAT

Based on a UNDP soil sampling,

recommendation is to apply either 318 mm

(drip) to 454 mm (surface) of irrigation,

simulated as auto-irrigation in SWAT

Based on a 30-year simulation under

alternative practice:

• Average irrigation of 369 mm/yr

• Water use reduced by 57%

• Total annual P reduced by 26%

• Simulated biomass growth increased,

potentially due to greater nutrient

availability in the soil profile

Page 23: Application of a coupled SWAT-BATHTUB model to evaluate

25

Conclusions and Next Steps

A coupled SWAT-BATHTUB model for the Prespa Lake watershed was able to

simulate the hydrology and water quality of tributary rivers and the lake

Preliminary results suggest that 10% of the landscape contributes 64% of the

total P, indicating high potential for meaningful P reduction with targeted

alternative practices

Initial evaluation of improved irrigation practices showed benefits in terms of

water use savings and lower pollutant losses, with no effect on crop yield

Early estimates suggest that a reduction of total P load of ~40% would bring

lake conditions solidly into the mesotrophic range

Additional management alternatives will be assessed in the coming months

Through the support of the UNDP, water quality monitoring will continue

throughout the watershed, providing data for future model refinements

Page 24: Application of a coupled SWAT-BATHTUB model to evaluate

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Thank you.

Acknowledgements:

Dimitar Sekovski, UNDP

Mary Watzin, North Carolina State University

Ordan Cukaliev and Cvetanka Popovska,

University of Ss. Cyril & Methodius

For more information, contact:

[email protected]