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METODOLOGIJA PREDIKCIJE REŽIMA PODZEMNIH VODA U USLOVIMA UREĐENJA PROSTORA NA LEVOJ OBALI DUNAVA U NOVOM SADU
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The left bank of the Danube in the area of Novi Sad,
specifically in the Kamenička Ada and Ribarsko ostrvo
zones, is currently an unprotected, hydrotechnically
undeveloped, and non-urbanized area. Contemporary
city development trends emphasize utilizing riverbanks
for multifunctional purposes. For the left bank of the
Danube in the Kamenička Ada and Ribarsko Ostrvo
zones, it is proposed to shift the existing defense (flood
protection) line of the embankment approximately 500
meters closer to the riverbed. The arrangement of the
protected area formed in this manner, in accordance
with the defined project documentation, involves the
creation of a rowing path to replace the existing Šodroš
backwater of the Danube. The concept for the rowing
path envisions establishing direct hydraulic contact with
the aquifer while ensuring a consistently maintained
water level. This approach ensures its hydraulic role as a
regulator of the groundwater regime in the area. As part
of developing the General Urban Plan for this area, it
was necessary to assess the impact of the proposed
changes on the groundwater regime. To assess the
impact of the planned works on groundwater regime
changes, a hydrodynamic groundwater flow model was
created for the given area. The model aims to define and
quantify the changes that would occur in an acceptable
engineering manner. Accordingly, the hydrodynamic
model was developed, calibrated and verified, and
predictive calculations were performed based on defined
computational scenarios. By comparing the calculation
results for the current state with those for the planned
state, the impact of the proposed changes on the
groundwater regime was assessed and quantified. The
analysis of the obtained results revealed that shifting the
embankment closer to the Danube does not significantly
affect the groundwater regime. Constructing the rowing
track under the given premises would have a positive
impact on the groundwater regime in the area. During
periods of high Danube water levels, the rowing path
would act as a drain, collecting excess groundwater.
Conversely, during low water levels in the Danube and
aquifer, it would replenish the aquifer, compensating for
water deficits.
University Library in Kragujevac
Title: METODOLOGIJA PREDIKCIJE REŽIMA PODZEMNIH VODA U USLOVIMA UREĐENJA PROSTORA NA LEVOJ OBALI DUNAVA U NOVOM SADU
Description:
The left bank of the Danube in the area of Novi Sad,
specifically in the Kamenička Ada and Ribarsko ostrvo
zones, is currently an unprotected, hydrotechnically
undeveloped, and non-urbanized area.
Contemporary
city development trends emphasize utilizing riverbanks
for multifunctional purposes.
For the left bank of the
Danube in the Kamenička Ada and Ribarsko Ostrvo
zones, it is proposed to shift the existing defense (flood
protection) line of the embankment approximately 500
meters closer to the riverbed.
The arrangement of the
protected area formed in this manner, in accordance
with the defined project documentation, involves the
creation of a rowing path to replace the existing Šodroš
backwater of the Danube.
The concept for the rowing
path envisions establishing direct hydraulic contact with
the aquifer while ensuring a consistently maintained
water level.
This approach ensures its hydraulic role as a
regulator of the groundwater regime in the area.
As part
of developing the General Urban Plan for this area, it
was necessary to assess the impact of the proposed
changes on the groundwater regime.
To assess the
impact of the planned works on groundwater regime
changes, a hydrodynamic groundwater flow model was
created for the given area.
The model aims to define and
quantify the changes that would occur in an acceptable
engineering manner.
Accordingly, the hydrodynamic
model was developed, calibrated and verified, and
predictive calculations were performed based on defined
computational scenarios.
By comparing the calculation
results for the current state with those for the planned
state, the impact of the proposed changes on the
groundwater regime was assessed and quantified.
The
analysis of the obtained results revealed that shifting the
embankment closer to the Danube does not significantly
affect the groundwater regime.
Constructing the rowing
track under the given premises would have a positive
impact on the groundwater regime in the area.
During
periods of high Danube water levels, the rowing path
would act as a drain, collecting excess groundwater.
Conversely, during low water levels in the Danube and
aquifer, it would replenish the aquifer, compensating for
water deficits.
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