GEO Brasil - UNEP
GEO Brasil - UNEP
GEO Brasil - UNEP
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Therefore, there is one legislation missing, one that<br />
considers the specific aspects of occurrence, uses and<br />
conservation of underground waters in each of the UGRHI<br />
– Unities of Management of Integrated Water Resources.<br />
It is also missing specific legislation that establishes the<br />
principles to be observed for the impounding of rain<br />
waters, and above all, of reuse of rain waters or waters<br />
treated and injected into the underground of each UGRHI,<br />
for example.<br />
However, it is already clear that all the water basins – physical<br />
unities of planning – cannot be ruled by only one legislation<br />
that, by nature, cannot cope with the complexity of each<br />
separate system. Thus, each basin should apply laws in<br />
accordance with their regional peculiarities, according to<br />
Law 9433, encompassing all their different possible sources<br />
of water supply and the different functions – production,<br />
filter, transportation, stocking, regulation, marine interface<br />
control, for example – that could be performed by aquifers<br />
from each basin.<br />
Words that were previously remote have been incorporated<br />
in the daily vocabulary of the decision maker, legislator and<br />
citizen in general. These words include impounding, use<br />
and conservation of superficial and underground water,<br />
environment quality, water basin, systemic management,<br />
water offer for the lowest cost, more efficient use of each<br />
available drop of water, dumping of domestic sewage treated<br />
in rivers and other superficial water bodies, reuse of water<br />
and privatization of public services of supply. Moreover, the<br />
charging for the use of water – user/polluter payer – tends<br />
to be seen as an instrument of management essential for<br />
the creation of balanced conditions between strengths of<br />
offer (availability) and demand (use). This situation<br />
consequently promotes domestic, industrial or agricultural<br />
use that is even more efficient for every available drop of<br />
water.<br />
However, by persisting in the present form of disorganized<br />
extraction of underground water, the supply of potable water,<br />
in particular, becomes ever more critical. So, the use and<br />
protection of underground water should be included in the<br />
policies of water resources, on the federal level as well as on<br />
the states’ or water basins (Rebouças, 1999).<br />
4.4.4. Standardising<br />
The extraction of underground water for human<br />
consumption, in particular, is duly standardized by the<br />
Brazilian Association of Technical Norms – ABNT<br />
(Associação <strong>Brasil</strong>eira de Normas Técnicas), both on the<br />
project level, as well as in the construction of wells. Thus,<br />
the well project is an object of Technical Norm – NBR nº<br />
12.212/92 that substituted NB 588/77 and technical norm<br />
NBR nº 1290/90 related to its construction (Rebouças, 1999).<br />
The observation of such technical norms are proportionate<br />
to the minimal expected conditions of a project that should<br />
correspond to geology engineering (construction), hydraulic<br />
(efficiency) and sanitation (protection of the quality of<br />
produced water)criteria, in particular. In this fashion, the<br />
project of underground water impounding through well or<br />
wells system presupposes the knowledge of:<br />
a) NBR 12211 – Conception studies of public systems of<br />
water supply – Procedure;<br />
b) The outflow intended for the system;<br />
c) The water study containing the basic geophysical and<br />
geological information from the aquifers, hydraulic<br />
characteristics and water quality; in areas where there<br />
is not enough hydrologic knowledge, a preliminary<br />
technical report should be elaborated with the available<br />
data;<br />
d) Evaluation of the system risk;<br />
e) Estimate of the number of wells constituting the<br />
system;<br />
f) Topographic plant on an adequate scale, with location<br />
and register of projects and existing wells, and register<br />
of the levels of present draining and piezometric levels;<br />
g) The water basin plant, in reduced scale, with location<br />
and register of existing wells;<br />
h) Register of the maximum level of floods in the area of<br />
the system.<br />
Thus, the well or the wells of a system of underground<br />
water extraction should be projected and constructed with<br />
equipment and compatible methods with the local geologic<br />
conditions. They should be covered and receive filters that<br />
guarantee the acquisition of hydraulic efficiency adequate<br />
to the production of the project flow. Finally, they should<br />
guarantee the sanitation protection that is crucial for the<br />
quality of the water extracted.<br />
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