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ABSTRACT<br />
xviii<br />
This research has focused on the hydrological study in the upper Ligeiro river watersherd,<br />
located in the southwestern region of the State of Paraná, in the Pato Branco City,<br />
morphometry study of watershed, water quality, the peak flood and mo<strong>de</strong>l r<strong>em</strong>ain curve. The<br />
methodology is based confection mapping, with the maps th<strong>em</strong>atic of altitu<strong>de</strong>, drainage and<br />
land use, by 1980 and 2008 survey historical occupation of the watershed. Collected<br />
superficial water sample for rating of water quality and field survey for visualization of<br />
Ligeiro river environmental conditions. Mo<strong>de</strong>l r<strong>em</strong>ain curve staying followed the procedures<br />
<strong>de</strong>fined by the project HG-52 from Central hydraulics and Hydrology Professor Parigot <strong>de</strong><br />
Souza and obtaining the ability of soil saturation as the peak flow by method applied curve<br />
number (CN) <strong>de</strong>veloped by SCS (Soil Conservation Service) and <strong>em</strong>pirical equation of Ven<br />
Te Chow. The results obtained for morfometric watershed is what presents elongated format,<br />
average elevation of 799 m and or<strong>de</strong>r 3. The quality of surface water proved to be outsi<strong>de</strong> the<br />
bounds of classification by CONAMA 357/2005 for the values of Bioch<strong>em</strong>ical Oxygen<br />
D<strong>em</strong>and and Ch<strong>em</strong>ical Oxygen D<strong>em</strong>and that ranked water as class 4 for navigation purposes<br />
or landscaping without primary contact. For mo<strong>de</strong>l r<strong>em</strong>ain curve, this presented for Q90% and<br />
Q95% is 6,79 L/s.km² and 4,83 L/s.km², respectively, and consi<strong>de</strong>ring the area of the watershed<br />
for 68,26 km², the values obtained were: Q90% = 0.464 m³/s and Q95% = 0, 32957 m³/s<br />
minimum to flow. The increase of urbanized areas reflected directly in elevations of peak<br />
flows. Consi<strong>de</strong>ring the time of the recurrence of 25 years (duration rainwater 0,3 hours), the<br />
peak flow 83,81 m³/s in 1980 to 98,40 m³/s in 2008, and for a recurrence time of 100 years,<br />
125,16 m³/s in 1980 to 151,25 m³/s in 2008.<br />
Key-words: Upper Ligeiro river watershed, Number Curve, Maxims Flow Methods and<br />
Water Quality.