Métodos de Cálculo de Precipitación de Cuencas

 

Nkagr`l dl fndrgjgcàm Yrlhnpntmhnøk kltm y prlhnpntmhnøk prg`ldng

Yrlslktmdg pgr? ^mkljntf Dmzm Flrrlrm Dmknlj Cgkzíjlz Jlm @mkulj @lrhmdg Hm`mhfg Mkm @mràm Xmktgs Mcunjmr

Yrlslktmdg m? Omn`l @mkomrrîs Hgcgjjg

Aukdmhnøk \knvlrsntmrnm dlj Írlm Mkdnkm Amhujtmd dl nkclknlràm y hnlkhnms bísnhms Yrgcrm`m dl nkclknlràm hnvnj Crupg

 

2

Yrlhnpntmhnøk kltm Tm`bnîk hgkghndm hg`g Lshgrrlktàm Xuplranhnmj g Dnrlhtm, ls jm prlhnpntmhnøk qul kg sl nkanjtrm lk knkcÿk `g`lktg y jjlcm m jm rld dl drlkmol `gvnîkdgsl sgbrl jm suplranhnl dlj tlrrlkg pgr jm mhhnøk dl jm crmvldmd. Hgrrlspgkdl m jm prlhnpntmhnøk qul kg quldm tm`pghg dltlkndm lk jms dlprlsngkls dlj suljg, y qul lshmpm m jgs alkø`lkgs dl lvmpgtrmkspnrmhnøk.  Xl utnjnzm jm lxprlsnøk sncunlktl?   0

(  −  )  +  

 

(=) 

Dgkdl? Yk 

0 Yrlhnpntmhnøk kltm

Y0

Yrlhnpntmhnøk tgtmj rlcnstrmdm

Yg 

0 Mbstrmhhnøk nknhnmj g u`brmj dl lshgrrlktàm Lj prn`lr pmsg pmrm hmjhujmr jm prlhnpntmhnøk kltm, ls hmjhujmr Lj u`brmj dl lshgrrlktàm ( Yg)

\`brmj dl lshgrrlktàm,  Y . (g ‚mbstrmhhnøk nknhnmj‐). Ls uk dmtg qul mpmrlhl tmbujmdg lk  g

aukhnøk dlj usg dl jm suplranhnl (bgsqul, hujtnvg, lth.), dl jm plkdnlktl y dlj tnpg dl suljg (M, B, H ø D, dl `ís mrlkgsg y plr`lmbjl m `ís mrhnjjgsg l n`plr`lmbjl). Ankmj`lktl, fmy qul `gdnanhmrjg sn jgs dàms mktlrngrls fmk sndg `uy slhgs g `uy fÿ`ldgs. Lxnstlk `îtgdgs dnrlhtgs pmrm lj híjhujg dl jm Lshgrrlktàm Xuplranhnmj g Dnrlhtm. \kg dl ljjgs ls lj @îtgdg dlj Kÿ`lrg dl Hurvm, dlsmrrgjjmdg pgr lj Xgnj Hgkslrvmtngk Xlrvnhl dlj dlpmrtm`lktg dl Mcrnhujturm dl jgs Lstmdgs \kndgs, y qul ls lj `îtgdg `ís lxtlkdndg y utnjnzmdg. Lk Lspmým sl mpjnhm lj `îtgdg dlshrntg pgr jm Nkstruhhnøk dl Hmrrltlrms