joint usage of belozerskaya water feeding system of the dnipro-bug canal vladimir korneev
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Joint usage of Belozerskaya water feeding system of the Dnipro-Bug Canal Vladimir Korneev Central Research Institute for Complex Use of Water Resources (CRICUWR), Minsk, Republic of Belarus. Improved management of shared water resources in the upper Pripyat basin (ENVSEC 000 62859) - PowerPoint PPT PresentationTRANSCRIPT
Joint usage of Belozerskaya water feeding system of the Dnipro-Bug Canal
Vladimir Korneev
Central Research Institute for Complex Use of Water Resources (CRICUWR), Minsk, Republic of Belarus
Improved management of shared water resources in the upper Pripyat
basin (ENVSEC 000 62859) The project is looking for a practical solution for cross-border management water flow in the upper Pripyat between Ukraine and Belarus.
The countries have been unable to find a mutually acceptable solution to the existing problems of water allocation on their own, whereas the existing mechanisms of cooperation failed to fully address it as well.
A successful solution will both eliminate a source of potential disagreement over the use of water resources of the Pripyat basin, and strengthen the culture of a cross-border dialogue over similar cases between the involved countries.
The part of water flow from Ukrainian Upper Pripyat is discharging through Vyzhevskiyi floodgate, for water feeding of Dnepro-Bug Canal (DBC), which is situated at the territory of the Republic of Belarus, as a result in low-water seasons Upper Pripyat could have the deficit of water to satisfy good ecological state of natural water body. On the another hand the pass of flood water of Upper Pripyat thought Vyzhevskiyi floodgate for reducing flood areas at the territory of Ukraine, have a negative influence upon technical state of Dnepro-Bug constructions, environment in the Republic of Belarus by way of flooding. Therefore the problem of water regime management of Upper Pripyat is a transboundary problem.
Dniepro-Bug Canal (DBC)
Beloozerskaya water feed system of DBC
Republic of Belarus
Ukraine
Project goalsThe objective of the project is to
support sustainable management of shared water resources in the upper
Pripyat basin. This will be done through developing,
adopting, agreeing Operation Rules Beloozerskaya water-feed system of
the Dniepro-Bug Canal
BY
UA
Lead agency and the project managerUNEP ROE / GRID-ArendalNickolai Denisov
Partner agencies UNDP, OSCE, UNECE
Local partnersBelarus Ministry of Transportation, including the Dnieper-Bug Waterway enterprise (Pinsk)Ukraine’s State Water Committee, including the Volyn Regional DepartmentMinistries of Environment Protection (both countries)Research Institutes: Central Research Institute for Complex Use of Water Resources (CRICUWR, Minsk, Belarus), Institute of Water Economy (Kiev, Ukraine)
Project duration Start: June 2008 End: December 2009
For achievement of the goal, the joint belarussian-ukrainian complex hydrological and hydroecological investigations of Upper Pripyat and Beloozerskaya water feed system of DBC were organized and carried out (in Summer 2008 and in Spring 2009), water-balance calculations and anthropogenic assessment for different hydrological conditions and different operating modes of Vyzhevskiyi floodgate were carried out.
Cross section of the river Pripyat downstream of the BWFS
146.5
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distance, m
level,
m B
S
July 2008 г.
water level (July 2008 г.)
March 2009 г.
water level (March 2009 г.)
Flow distribution at the Vyzhevsky floodgate in low water periods.
Current state (before project activity).
BWFS DBCPripyat River
The points of hydraulic and hydrological
estimations during Spring 09 expedition
(high water conditions)
Beloe Lake
Volyanskoe Lake
Svyatoe Lake
Pripyat River
Vyzhevsky Canal
Khabarishensky Canal
Minimum water discharges in River Pripyat upstream of BWFS of BDC (Pochapy village)
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year
wa
ter
dis
ha
rge
, m
3 /se
c
minimum mounthly average during summer-autumn periodminimum dayly average during summer-autumnperiod
Average water discharges in the River Pripyat upstream of BWFS (Pochapy village) for the different periods
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year
wat
er d
isch
arg
e, m
3 /sec
for summer period
for spring-summer period
for the summer-autumn period
Maximum water discharges in the River Pripyat upstream of BWFS (Pochapy village)
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year
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e,
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ec
Curves of probabilities of distribution of the minimum monthly average water discharges in Pripyat River for the summer-autumn period
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probability, P(%)
wat
er d
isch
arg
e Q
(m3 /s
ec)
empirical curve
analytic curve Curves three-parameter Gamma-distribution
Curve Q=f(h) for river Pripyat downstream of BWFS
0.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.0
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water discharge Q, m3/sec
de
pth
, mCurve V=f(Q) for river Pripyat downstream of BWFS
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.0
water discharge Q, m3/sec
av
era
ge
ve
loc
ity
, m/s
ec
The limiting periods of hydrographers of flow of the river Pripyat (Pochapy village) for shallow years
0.00.20.40.60.81.01.21.41.61.82.02.22.42.62.83.03.23.43.63.84.04.24.44.64.85.0
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-Ju
l2
2-J
ul
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-Ju
l2
6-J
ul
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-Ju
l3
0-J
ul
1-A
ug
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ug
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ug
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ug
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ug
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-Au
g1
3-A
ug
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-Au
g1
7-A
ug
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-Au
g2
1-A
ug
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-Au
g2
5-A
ug
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-Au
g2
9-A
ug
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-Au
g2
-Se
p4
-Se
p6
-Se
p8
-Se
p1
0-S
ep
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-Se
p1
4-S
ep
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-Se
p1
8-S
ep
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-Se
p2
2-S
ep
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p2
6-S
ep
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-Se
p3
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ep
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ct
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ct
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ct
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ct
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-Oc
t1
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ct
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-Oc
t1
6-O
ct
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-Oc
t2
0-O
ct
wa
ter
dis
ch
arg
e,
m3 /s
ec
1994 2003Minimum feasible discharge MFD=1 m**3/secMinimum feasible discharge MFD=1,7 m**3/s
Calibration curve of the river Pripyat downstream of the BWFS
146.9147.0147.1147.2147.3147.4147.5147.6147.7147.8147.9148.0148.1148.2148.3148.4148.5148.6148.7148.8148.9149.0149.1149.2149.3149.4149.5
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water discharge, m3/sec
wa
ter
lev
el,
m B
S
Calibration curves of the Vyzhevskiyi floodgate Q=f(h) depending on amount of dam beams
0.60.70.80.91.01.11.21.31.41.51.61.71.81.92.02.12.22.32.42.52.62.72.82.93.03.13.23.33.4
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Water discharge thought Vyzhevskiyi floodgate, m3/sec
Ind
ica
tio
ns
of
de
pth
-ga
ug
e,
m
3 dam beams
4 dam beams
5 dam beams
6 dam beams
Recommendations on flow distribution of the Pripyat River in
Verchnepripjatsky waterworks facility were suggested on the base of the minimum feasible
discharge (MFD) which can provide the environmental
functioning of the river and flow forming discharge.
River Pripyat upstream of BWFS of DBC
River Pripyat downstream of BWFS
On the hydrological feasibilities MFD constituted 1.0 m3/sec, according to the hydraulic feasibilities on the required conditions of the flowage MFD constitutes 1.7 m3/sec, flow forming discharge constitutes 6.0 m3/sec. MFD=1.0 m3/sec and MFD=1.7 m3/sec are represented in the Recommendations.
Graphic presentation of the Recommendations on flow distribution of the Pripyat River in Verchnepripjatsky waterworks facility when the
water discharge is 6 m3/s over the waterworks facility
Flooded zonesof the territory
weredeveloped
the water levels of Beloe Lake
are146,5 - 147,6
m
Beloe Lake
Volyanskoe Lake
Svyatoe Lake
Beloozersky Canal
Vyzhevsky Canal
Khabarishensky Canal
Flooded zonesof the territory
the water levels of Beloe Lake
are146,8 - 147,2 m
∆S=109.35 hectares∆V=4.15 million m3
The recommended range of water levels change in the Lakes of Beloozerskaya water feed system is 0.4 m (from 146.8 – 147.2 m of Beloe Lake). The range is defined on the groundsof projects cameral activities using digital relief model, field hydrological Investigationsand water balance calculations.
Main result of the Project -
Operation Rules of Beloozerskaya water-
feed system of the Dniepro-Bug Canal