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DURING THE ABOVE SAID period the works on the regulation
of the Nisava and its tributaries were performed to protect
the settlements and the arable land from flooding. Dykes
were built (60 km), as well as the protection of collapsing
banks by crushed stone in tile from of enrockments, by building
primary and secondary structures, surface and dug-in spoil trucks (47
km or approx, 180,000 m3).
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The long-term town planning of Nis envisaged regulation of
the Nisava in the city section by making promenades and landscaping
the area along the river. The regulation was clone by laterite
limestone (cantilever walls "minor" channel), and the promenade
in combination of stone blocks and concrete tiles.
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The riverbed is dimensioned for Q = 1,300 m3/s. Its width
from the cantilever wall to the wall is 60 m, the width of "minor"
channel furthermost point is 41.40 m, and "minor" channel
bottom is 33 m. The length of regulation is 2,900 m on both banks. In
"minor" channel three pocket floodgates were made.
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