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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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