Estudio Hidrologico de La Cuenca

 

I_QYAGH CGAUH@HMGOH AI @L OYINOL GNQUHAYOOGHN: @l ouinol si uegol in `hs aiplrtlkinths ai Ohoclelkel y phthsë ahnai si hetgi he tgini ni un pu punt nth h ai sl sl`ga `gal l ai `ls `ls oh ohhr hrai ainl nlal als s ai 33 337? 7?56 56,5 ,591 913 3 in S y =792 =7 92=7 =75, 5,1? 1??? ?? in W. is un unl l ai `ls `ls ou ouin inol ols s kì kìs s mr mrln lnai ais s qu qui i ph phal alkh khs s lprioglr ahnai virikhs sus rispiotgvhs tgphs mihkhrbh`ÿmgohs.

HJIQGRH_: Hetinir gnbhrklogÿn sheri olal unh ai `hs klnijhs qui vilkhs in prhoish y ohnhoir su bunoghnl`gala ai olal unh ai i``hs. 

Aglmnÿstgo Aglmn ÿstgoh h ai `ls olrl olrlotirë otirëstgol stgols s mini minirl`is rl`is ai `l ouin ouinol: ol: lspi lspioths oths o`g o`gkìt kìtgoh gohs, s, mih mih`hm `hmël, ël, bës bësgol gol,, mih mihkhr khrbh` bh`hmë hmël, l, kh khrbh rbh kçt kçtrgo rgols, ls, sui sui`hs `hs y oheirturl vimitl`.

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Istuagh ai `l o`gklth`hmël ai `l ouinol. Istuagh ai `l tikpirlturl y ivlphtrlnspgrlogÿn ivlphtrlnspgrlogÿ n in `l ouinol.

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Istu Is tuag agh h ai `l prio priogp gpgt gtlo logÿ gÿn n in `l ou ouin inol ol,, oh ohkh kh un unl l el elsi si pl plrl rl `l khai`logÿn kltikìtgol priogpgtlogÿn ‟ isohrrintël.

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Uil`gzlr i` el`lnoi cëargoh ai `ls istloghnis riprisintltgvls.

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Hetinir i` ON (núkirh ai ourvl)

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Oril Or ilrr `l ou ourv rvl l cgar cgarhk hkçt çtrg rgol ol oh ohn n i` tr trìn ìns sgt gth h ai lv lvin inga gals ls oh ohn n `l `ls s

istloghnis riprisintltgvls.  Ol`ou`lr i` vh`ukin útg`

AI_OUGVOGHN AI@ LUIL AI@ I_QYAGH: @l ouinol si `hol`gzl in Ohoclelkel y mrln plrti ai phthsë ohn unl zhnl ai