Ing. Miloš Kundek

Ing. Miloš Kundek

Slovak Water ManagementEnterprise

Drainage system in operation

Administration of Bodrog RB, Trebišov

Drainage system on East Slovak lowland

ČS Pavlovce nad Uhom

Administrative territory of Bodrog river basin,Trebišov

Hungary Ukr

aine

Poland

Area of drainage system on ESL

History of drainage system

• The first significant steps to make drainage system near Latorica, Bodrog were started after year 1859 and near Ondava were started already in 1827.

• The first dikes around river Ondava were bulit from 1846 to 1854.

• Serious repairing, increasing and stabilization of dikes around rivers Bodrog and Latorica were started in 1888 and finished in 1910.

• The first canal net in Medzibodrožie were started built from 1882 and finished 1903 – Boľský, Horešský, Naďretsky, Svätušský, Berecki, Radský, Pribenický a Dobranský channel.

HISTORICAL INFORMATION

Drainage system at the present time

Pumping stations of internal waters:

PS Ptrukša

PS Čičarovce

PS Boľ

PS Pavlovce nad Uhom

PS Pavlovo

PS Streda nad Bodrogom

PS Hraň

PS Július

PS Kamenná Moľva

PS Ladislav

ČS Pavlovce nad Uhom

Ukr

aine

Hungary

Total capacity

78,96 m3/s-1

Drainage area

80 917 ha

ORGANIZÁCIA POVODŇOVEJ OCHRANYNA POVODŇOVOM ÚSEKU I

Kanálová sieť gravitujúca k ČS Streda n/ B ČS Pavlovo

ČS Felsoberecki

ČS Katron(HMZ)

M. Karčava

ČS Pavlovo

ČS Streda n/ B

Malotŕňanský p.

Boršanský p.

Roňava

Roňava

M. Karčava

Bodrog

Bod

rog

On

dava L

ator

ica

Pumping station Streda nad Bodrogom

Inlet channelWater

recipient

Number of floodstretch

Number and power of pumps

ks x (m3/s-1)

Totalcapacity(m3/s-1)

Drainagearea (ha)

Somotorskýchannel

Bodrog IB/13 x 3,800 2 x 2,500

16,400 15 772

Channel net gravity to


Main parameters


PS Felsoberecki

ORGANIZÁCIA POVODŇOVEJ OCHRANYNA POVODŇOVOM ÚSEKU I

Kanálová sieť gravitujúca k ČS Streda n/ B ČS Pavlovo

ČS Felsoberecki

ČS Katron(HMZ)

M. Karčava

ČS Pavlovo

ČS Streda n/ B

Malotŕňanský p.

Boršanský p.

Roňava

Roňava

M. Karčava

Bodrog

Bod

rog

On

dava L

ator

ica

Pumping station Pavlovo

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Pavlovský channel

Bodrog I B/22 x 0,300 2 x 0,500 4 x 1,300

6,800 6 300


PS Pavlovo

Main parameters

PS Pavlovo


PS Felsoberecki

Latorica

Laborec

ČS Ptrukša

ČS Čičarovce

ČS Pavlovce n/ U

Ptrukšiansky kan.

Krivý kan.

Panský kan.

Ruský kan.

Latorický kan.

Ortov

Ortov

Maťovský kan.

Udoč

Udoč

Dolný kan.

Kanálová sieť gravitujúca k ČS Pavlovce n/ U ČS Čičarovce ČS Ptrukša

Pumping station Čičarovce

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Udoč channel Latorica III A/22 x 3,000 2 x 1,980

9,960 17 540

Channel net gravity to PS Čičarovce

Main parameters

PS Čičarovce

Latorica

Laborec

ČS Ptrukša

ČS Čičarovce

ČS Pavlovce n/ U

Ptrukšiansky kan.

Krivý kan.

Panský kan.

Ruský kan.

Latorický kan.

Ortov

Ortov

Maťovský kan.

Udoč

Udoč

Dolný kan.


Pumping station Ptrukša

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

d.a. Latorica Latorica III A/34 x 1,300

2 x 0,5006,200 5 607


PS Ptrukša

Main parameters

PS Čičarovce

PS Ptrukša

Latorica

Laborec

ČS Ptrukša

ČS Čičarovce

ČS Pavlovce n/ U

Ptrukšiansky kan.

Krivý kan.

Panský kan.

Ruský kan.

Latorický kan.

Ortov

Ortov

Maťovský kan.

Udoč

Udoč

Dolný kan.


Pumping station Pavlovce nad Uhom

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Down channeld.a.

LaborecIII A/1

3 x 1,100 2 x 0,350

4,000 3 210

Main parameters



PS Čičarovce

PS Ptrukša


Č S BoľKan . Lele ský odv odňo vací

K an. Solnička - Poľany

Kan . Bočn ý Le lesk

ý

OR GANIZÁC IA POVODŇOVE J OC HR ANYNA POVODŇOVOM ÚSE K U II

K análová sieť gravitujúca k Č S Boľ

Č S R icse

D ob ro sem ia nský kan .

Som oto rský kan.

K rčavský kan.

Chlm

ecký kan.

Dobrosiem

iansky kan.

Pri

ben

ick

ý k

an.

Kan

. Bie

lský

sev

.

Kan

. Bie

lsk

y ju

ž.

Darvašský kan .

Dob

rans

ký k

an.

L a to r ica

L a to r ica

Lab

o re c

K a n á lo v á sieť g rav itu júca k Č S Streda n/B

T isa

S ta rá T isa

Mŕt

va T

isa

T isa

T isa

L a to r ica

Pumping station Boľ

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Leleskýchannel

Latorica II A/13 x 1,500

2 x 0,5005,500 7 000


PS Boľ

Main parameters

PS Boľ

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Channel A, B Ondava V A/12 x 2,300

2 x 1,2003 x 0,400

8,200 10 254

Pumping station Hraň


PS Hraň

Main parameters

PS Hraň

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Channel Julius Ondava V A/23 x 1,300

2 x 0,5002 x 0,300

5,500 3 944

Pumping station Julius


PS Július

Main parameters

PS Hraň

PS Július

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Channel Ladislav Ondava IV A/33 x 1,300

2 x 0,5002 x 0,300

5,500 4 040

Pumping station Ladislav


PS Ladislav

Main parameters

PS LadislavPS Július

PS Hraň

Inlet channelWater

recipient



ks x (m3/s-1)


Drainagearea (ha)

Channel D, E Latorica IV A/14 x 2,500

3 x 0,30010,900 4 040

Pumping station Kamenná Moľva


PS Kamenná Moľva

Main parameters

PS Július PS Ladislav

PS Hraň

PS Kamenná Moľva

Thank you for your attention

Slovak Water ManagementEnterprise

Ing. Miloš Kundek

Ing. Miloš Kundek

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