hydrological control of the eutrophication at sulejów...

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2015-05-08 1 Artur Magnuszewski Iwona Wagner Maciej Zalewski Hydrological control of the eutrophication at Sulejów Reservoir, Poland

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Page 1: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 1

Artur Magnuszewski

Iwona Wagner

Maciej Zalewski

Hydrological control of the eutrophication at Sulejów Reservoir, Poland

Page 2: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 2

Year urban

population

(%)

rural

population

(%)

Length of

the main

sewerage

systems

in km

1995 82,1 3,1

5359

2000 83 10,8

16222

2005 84,5 20,4

36821

2007 85 23,8

43536

2008 85,5 25,7

46943

2009 85,8 26,9

50454

Percentage o population served by the main sewerage systems in

Poland years 1995-2009 (GUS, 2010)

0

10

20

30

40

50

60

70

80

90

100

1990 1995 2000 2005 2010

year%

urban population

rural population

Page 3: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 3

Location of the Pilica river and study area

Sulejow gauge

A=3909 km2

MQ=27.6 m3/s

HQ=161 m3/s

Page 4: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 4

SRTM

Global Land Cover Facility,

Uniwersytet Maryland USA

(http://glcf.umiacs.umd.edu).

Page 5: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 5

river channel density

00,20,40,60,8

11,21,41,6

Przed

borz

Sulejow

Smardz

ewice

Spa

la

Nowe Miasto

Bialobrze

gi

Pilica

ujście

km

/km

^2

River network density(map MPHP)

A

(km2)

SSQ

(m3/s)

SSq

(dm3/s km2)

Przedborz 2544,729087 15,5 6,1

Sulejow 3984,56001 22,6 5,7

Smardzewice 4932,946635 27,2 5,5

Spala 5967,244604 31,6 5,3

Nowe Miasto 7796,110072 36,5 4,7

Bialobrzegi 8656,007956 45,1 5,2

Page 6: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 6

Population density

pers/km2

population density in subcatchments

0

50

100

150

200

250

300

350

Przedbo

rz

Sulejo

w

Smard

zewice

Spala

Now

e Mia

sto

Bialo

brzegi

Pilica

ujście

pe

rs/k

m2

Page 7: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 7

sewage volume per unit area m3/km

2

0

1000

2000

3000

4000

5000

6000

7000

Przed

borz

Sulejow

Smardz

ewice

Spa

la

Now

e Miasto

Bialobrzeg

i

Pilica ujście

Sewage volume per unit area m3/km2

sewage share in river run-off

0

0,050,1

0,150,2

0,250,3

0,350,4

0,45

Przed

borz

Sulejow

Smardz

ewice

Spa

la

Now

e Miasto

Bialobrze

gi

Pilica

ujście

%

Sewage in river run-off (%)

Page 8: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 8

floodplain area in the subcatchmnets

02468

10121416

Przed

borz

Sulejow

Smardz

ewice

Spa

la

Nowe Miasto

Bialobrze

gi

Pilica

ujście

%

Floodplain area

(Map of flooding risk

WORP)

Page 9: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 9

Average distance of the settelment from the river network

0

500

1000

1500

2000

2500

3000

Przed

bórz

Sulejów

Smardz

ewice

Spa

ła

Nowe Miasto

Białobrze

gi

ujśc

ie do Wisły

(m

)

Distance to river network – buffer cross Corine Land Cover

Page 10: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 10

Pieterse N.M., Bleuten W. Jørgensen S.E., 2003, Contribution of point

sources and diffuse sources to nitrogen and phosphorus loads in

lowland river tributaries. Journal of Hydrology 271(2003) 213–225.

Page 11: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 11

TP

0100200300400500600700800900

1000

Prz

edbo

rz

Sulejow

Sm

ardz

ewice

Spa

la

Now

e M

iasto

Bialobr

zegi

t/year TP calculated

TP tmeasured

TP load measured versus calculated

Measured data from Kiedrzyńska et all., 2012

Page 12: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 12

Q Pilica + Luciąża =

22,8 + 4,41 m3/s

Reservoir total volume

77,6 mln m3

Storage time = 33 days

Annual sedimentation

= 0,111 mln m3

Sulejów Reservoir

(RZGW + topographic maps)

Page 13: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 13Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8 m3/s

Page 14: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 14

Page 15: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 15

Sulejów Reservoir retained 80.4 t of TP load

during the period 19 May 2010 - 19 May 2011

(Kiedrzyńska et all., 2012)

Page 16: Hydrological control of the eutrophication at Sulejów …web.natur.cuni.cz/hydroeco2015/download/presentations/...Velocity distribution from CCHE2D model head = 166 m n.p.m. MQ=22,8

2015-05-08 16

Conclusions:

- Subcatchments are appropriate units for spatial analysis

- Hydrological parameters should be standardized for comparison

- Urban areas proximity to river channels is important metric

- Hydrodynamic modeling can be used to trace the pollution

- Reservoir has a lacustine zones with a swirl flow which extends

the retention time