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Page 1: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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portadaBil(ConLomo)OK.pdf 25/8/10 12:07:19

Page 2: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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Nota aclaratoria a la 2ª edición:

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Explanatory note to the 2nd edition:

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AGRADECIMIENTO ACKNOWLEDGEMENT

observó

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LA REMINERALIZACIÓN, GARANTÍA DE CALIDAD DEL AGUA DESALADA

PREFACIO PREFACE

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M"#B,N2%#-1&#(%<+-1&#5%#16'1&#2%(.)%21-.<151&#+,)#16'1&#5%&1-151&#"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""M=

!"#$%&&'()#'*+#,-*,.%/0-*/#"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""1

2"#34'(',56(0/50,/#-7#+6/'.0*'56+#8'56(/#"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""2!

1"#3(056(0'#7-(#546#'//6//&6*5#-7#+6/'.0*'56+#'*+#(6&0*6('.0/6+#8'56(/#""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""11

9"#:;50&%&#.6<6./#-7#(6&0*6('.0/'50-*#""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""9=

="#>*+0(6,5#,'.,%.'50-*#-7#546#?$>#'*+#$@A#-7#(6&0*6('.0/6+#8'56(# 7(-&#+'5'#-*#B3#'*+#CD#;(0-(#5-#'*+#7-..-80*E#(6&0*6('.0/'50-*#"""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""=F

G"#H6,4*0I%6/#7-(#546#(6&0*6('.0/'50-*#-7#+6/'.0*'56+#8'56(/#""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""G=

F"#C(-,6+%(6#7-(#546#/'&;.0*EJ#,-*/6(<'50-*#'*+#'*'.)/0/#-7#+6/'.0*'56+#'*+#(6&0*6('.0/6+#8'56(/#""""""""""""""""""""""""""""""""""K!

K"#L0M6/#-7#(6&0*6('.0/6+#'*+#+6/.0*'56+#8'56(/#""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""K=

ÍNDICE

INDEX

Niveles adecuados de remineralización

Page 5: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

!

OBJETIVOS DE LA GUÍA

"#$%&'()*+%$,(-(./#$0($(1)/$234/$(1$*#31)./.5$6/.)*(-0%$6.*-7*8

6/#9(-)($0($0/)%1$0($7/96%5$#%1$7.*)(.*%1$:3($0(&(-$3)*#*;/.1($

6/./$(+/#3/.$7%..(7)/9(-)($#/$7/#*0/0$0($#/1$/,3/1$0(1/#/0/1$<$

.(9*-(./#*;/0/15$<$=/7*#*)/.$/14$(#$7396#*9*(-)%$0($#/$-%.9/)*8

+/$6/./$/,3/1$0($/&/1)(7*9*(-)%$0($#/$>"$?@A$!BCDECCFGH$

"-$7%-7.()%5$#%1$%&'()*+%1$(16(74!$7%1$0($#/$234/$1%-I$

J$"1)/&#(7(.$#%1$7.*)(.*%1$0($)%9/$0($93(1)./1$<$7K#73#%$0($

#%1$.(13#)/0%1$/-/#4)*7%1$:3($6(.9*)/-$0(!$-*.$7%..(7)/89(-)($#/$7/#*0/0$#/1$/,3/1$0(1/#/0/1$<$.(9*-(./#*;/0/1L$

J$"1)/&#(7(.$73K#(1$0(&(-$1(.$#%1$-*+(#(1$M6)*9%1$0($

.(9*-(./#*;/7*M-$0(-).%$0($3-$7%1)($./;%-/&#(L

J$"1)/&#(7(.$3-$9N)%0%$*-0*.(7)%$6/./$#/$+/#%./7*M-$0(#$

,./0%$0($.(9*-(./#*;/7*M-$/$)./+N1$#%1$*-7.(9(-)%1$(-$

(#$6O$<$#/$P"H$

RESUMEN DE LOS TRABAJOS REALIZADOS

"-$(1)/$234/$1($(-)*(-0($6%.$Q/,3/$0(1/#/0/R$/:3(##/$:3($

6.%+*(-($0*.(7)/9(-)($0($#/$M19%1*1$*-+(.1/H$"#$/,3/$0(1/8

#/0/$1($(-)*(-0($:3($(1$3-$/,3/$1*-$.(9*-(./#*;/.H$"#$/,3/$

0(1/#/0/$.(7*&($ )/9&*N-$(#$-%9&.($0($6(.9(/0%H$ $"1$ *98

6%.)/-)($)(-(.$(-$73(-)/$:3($#%1$0/)%1$:3($1($9/-('/-$6/./$

#/$(#/&%./7*M-$0($(1)/$234/$6.%7(0(-$ )%0%1$0($6#/-)/1$0($

0(1/#/7*M-$0($/,3/$0($9/.H$

"#$ )./&/'%$ *-7#3<(5$ (-$ 6.*9(.$ #3,/.5$ 3-/$ (S)(-1/$ 7%-13#)/$

&*&#*%,.K!$7/$1%&.($(1)%1$)(9/1$<$(-$(16(7*/#$1%&.($#%1$(18)K-0/.(1$0($7/#*0/0$<$9N)%0%1$/-/#4)*7%1H

T/./#(#/9(-)(5$ 1($ U/-$ .(/#*;/0%$ 3-/$ 1(.*($ 0($ /-K#*1*1$ 0($

/,3/1$ 0(1/#/0/1$ 6.%7(0(-)(1$ 0($ 0*1)*-)/1$ 0(1/#/0%./1$ 7%-$

(#$!$-$0($(1)30*/.$(#$7%96%.)/9*(-)%$0($(1)/1$/,3/1$(-$7%-8)/7)%$7%-$#/$/)9M1=(./H

V$ 7%-)*-3/7*M-5$ 1($ /-/#*;/.%-$ #%1$ 7.*)(.*%1$ 0($ (+/#3/7*M-$

9K1$=.(73(-)(1$<$(-$(16(7*/#$(#$4-0*7($0($1/)3./7*M-$0($W/-8

,(#*(.$?WXYG$<$(#$6.%7(0*9*(-)%$6/./$(#$7K#73#%$0(#$6O$0($

1/)3./7*M-$?6O1/)GH$

"-$ &/1($ )/9&*N-$ /$ 0/)%1$ 7%-7.()%1$ 1($ U/-$ (S/9*-/0%$ #/1$

7/./7)(.41)*7/1$0($#/1$/,3/1$.(9*-(./#*;/0/1$<$13$7%96%.)/8

9*(-)%$(-$7%-)/7)%$7%-$#/$/)9M1=(./H$"#$%&'()*+%$(./$0(9%18

)./.$73K#(1$1%-$#%1$-*+(#(1$M6)*9%1$0($.(9*-(./#*;/7*M-$:3($

,/./-)*;/-$3-$WXY$(1)/&#($<$3-$7%-139%$94-*9%$0($PZEH$

T/./$(+/#3/.$9('%.$#%1$.(13#)/0%15$1($.(/#*;/.%-$1*93#/7*%8

-(1$9/)(9K)*7/1$(16(74!$7/1$1%&.($#/$.(9*-(./#*;/7*M-5$3)*8#*;/-0%$6.%,./9/1$0($7K#73#%$7%-$&/1($)(M.*7/$/'31)/0%1$/$

6/.)*.$0($0/)%1$(964.*7%1H

RESUMEN Y CONCLUSIONES

$CH$@"X>["\$]$PZ\PW>XYZ\"X

>-/$6/.)($*96%.)/-)($0($#%1$)./&/'%1$U/$1*0%$(-=%7/0/$U/7*/$

(#$(1)30*%$0($#%1$7/9&*%1$0($#/$7%96%1*7*M-$0($#/1$/,3/1$

0(1/#/0/1$6.%+%7/0%1$6%.$#/$.(9*-(./#*;/7*M-H$$"#$%&'()*+%$

(./$(1)/&#(7(.$3-$9N)%0%$:3($6(.9*)*(./$(#$7K#73#%$*-0*.(7)%$

0(#$WXY5$/14$7%9%$%).%1$4-0*7(15$/$6/.)*.$0(#$*-7.(9(-)%$0(#$

6O$<$0($#/$P"H

W/$ 234/$ *-7#3<($ )/9&*N-$ 3-$ .(139(-$ 0($ #/1$ )N7-*7/1$ 0($

.(9*-(./#*;/7*M-$7%-$(16(7*/#$U*-7/6*N$ (-$ #/1$ )N7-*7/1$0($

#%1$#(7U%1$0($7/#7*)/$0($0%1*!$7/7*M-$7%-$#(7U/0/$0($7/#H$X($*-7#3<($ )/9&*N-$3-/$1(.*($0($.(7%9(-0/7*%-(1$/$ )(-(.$(-$

73(-)/$(-$#/$0%1*!$7/7*M-$0($PZEH

W/$234/$*-7#3<($3-$7/64)3#%$7%-$*-0*7/7*%-(1$6/./$(#$93(18

).%$<$/-K#*1*1$0($#/1$/,3/1$0(1/#/0/1$<$.(9*-(./#*;/0/1$/)(-8

0*(-0%$/$13$&/'/$/#7/#*-*0/0$<$/$#/$=/7*#*0/0$7%-$:3($+/.4/$

13$7%-)(-*0%$(-$PZEH

T%.$ ^#)*9%5$ #/$ 234/$ *-7#3<($ 3-$ (1)30*%$ 0($ 6.%,./9/1$ 0($

1*93#/7*M-$ 0($9(;7#/1$ <$ 13$ 3)*#*0/0$ 6/./$ /-/#*;/.$ (#$ 6%.$

7*(-)%$0($/,3/1$0(1/#/0/1$:3($63(0(-$9(;7#/.1($7%-$/,3/1$

.(9*-(./#*;/0/1$%$/,3/1$7%-)*-(-)/#(1$03./1H

CONCLUSIONES

W/$234/$7%-1)/$0($1*()($7/64)3#%1H$V$7%-)*-3/7*M-$1($.(139(-$

#/1$7%-7#31*%-(1$9K1$*96%.)/-)(1$0($7/0/$3-%$0($(##%1H$

1. Características de las aguas desaladas

W/1$/,3/1$0(1/#/0/1$.(16%-0(-$/$3-/$1%#37*M-$7%-$3-$7%-8

)(-*0%$9(0*%$(-$1M#*0%1$)%)/#(1$0*13(#)%1$0($E_C$9,$X`ADW5$

0%-0($/6.%S*9/0/9(-)($(#$aEb$(1$P#\/H$ $W/1$/,3/1$0(8

1/#/0/1$ )*(-(-$3-$7%-)(-*0%$93<$&/'%$0($OPZF

8$ ?c$B$9,$

OPZF

8DWG5$ /14$ 7%9%$P/Ed$ ?c$ E5e$9,$P/EdDWG$ <$[,Ed$ ?c$B$

9,$[,EdDWGH$

"#$ 7%-)(-*0%$ (-$ 9/,-(1*%$ (1$ /6.%S*9/0/9(-)($ (#$ 0%&#($

:3($(#$0($7/#7*%5$(S6.(1/0%1$/9&%1$(-$9,DWH$

"#$6O$/$#/$1/#*0/$0($#%1$&/1)*0%.(1$0($M19%1*1$*-+(.1/$%17*#/$

0(10($e5F$/$f5a5$0(6(-0*(-0%$0($#/1$7%-0*7*%-(1$0($%6(./8

7*M-$0($ #/$6#/-)/H$P%..(16%-0*(-)(9(-)(5$ (#$ 7%-)(-*0%$(-$

PZE$+/.4/$(-).($C5_$<$!f$9,$PZ

EDWH$

V#,3-/1$/,3/1$63(0(-$1/#*.1($0($(1)($./-,%$0(&*0%$/$)./)/8

9*(-)%1$(16(74!$7%1H$W%1$7/1%1$0($6O1$/#)%1$(1)K-$.(#/7*%8-/0%1$7%-$#/$-(7(1*0/0$0($/39(-)/.$(#$.(7U/;%$0($&%.%$0($

#/1$9(9&./-/1H$

W/$ .(#/7*M-$ #%,/.4)9*7/$ 0(17.*)/$ (-$ #/$ #*)(./)3./$ (-).($ (#$

6O$<$(#$7%-)(-*0%$(-$PZE$0(#$/,3/$1($+($7%..%&%./0/$7%-$

#%1$ 0/)%1$ %&)(-*0%1$ 6/./$ #/1$ /,3/1$ 0(1/#/0/1$ /$ #/$ 1/#*0/$

0(#$&/1)*0%.H

de los incrementosen el pH y la CE.

y

con LSI >- 0,5.

Page 6: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

!

"#$%&'()&*$+$,-*,.('/-*&'

&0$1231$45610141$78595$39$.'/$89:5;8<;$1$=>$?<;$0<$@35$785945$1$486<0A5;$50$B1;C<917<$BD0B8B<#$E1FC8G9$?;565971$50$;8562<$45$?;<C05F16$45$B<;;<68H9$?<;$63$F1I<;$B<975984<$59$B0<=;3;<6$JK"=L""$F2$,0=M.N$I$630:17<6$JL=OPQ$F2$'->

RN$;56?5B7<$10$45$C8B1;C<917<6$JL=>$F2$S,-!

=M.N#$

&0$ ?S$450$ 1231$ 45610141$ 65$ 5@3808C;1$ ;D?841F5975$ B<9$ 50$B<975984<$59$,-L$45$01$17FH6:5;1P$?<;$0<$@35$45C5$65;$191=08T14<$B<9$B38414<$I$?;5:5;5975F5975$!"#$!%&#$

&9$5@3808C;8<$B<9$01$17FH6:5;1P$50$?S$450$1231$<6F<78T141$567D$597;5$KPU$I$QP"$I$50$B<975984<$59$,-L$10;5454<;$45$"P!$F2$,-LM.#$&0$.'/$65$F1978595$10;5454<;$45$=>#$

.1$73;C845T$450$1231$<6F<78T141$567D$10;5454<;$45$"PL$*E(P$?348594<$B<96845;1;65$A10<;56$63?5;8<;56$B<F<$8948B178A<$45$?;<C05F16$59$016$8967101B8<956#$

&0$'V%$450$1231$45610141$I$689$;5F895;108T1;$56$F1I<;$<$82310$@35$UP$ 0<$@35$ 8948B1$@35P$ 50$ 1231$45610141$1?08B141$48;5B71F5975P$?3545$65;$?5;W348B810$?1;1$01$567;3B73;1$45$0<6$6350<6$12;XB<016#$E1FC8G9$?3545$B1361;$?;<C05F16$45$7<Y8=B8414$?1;1$10239<6$B3078A<6$?<;$50$5YB56<$59$*1Z$;56?5B7<$10$,1LZ$I$)2LZ#$

[<;$\078F<P$0<6$;5630714<6$1?39719$1$@35$50$1231$45610141$9<$ 78595$2595;10F5975$ 63!$B85975$,-L$B<F<$?1;1$?5;F878;$391$;5F895;108T1B8H9$?<;$0<$@35$65$;5@385;5$39$1?<;75$148=B8<910$45$,-L#$$

2. Criterios de evaluación de las aguas desaladas y remineralizadas

V39@35$5Y8675$39$FG7<4<$68F?08!$B14<P$71FC8G9$B<9<B84<$B<F<$FG7<4<$V],^P$?1;1$50$BD0B30<$450$?S617P$65$_1B5$9<=71;$ @35$ 5675$FG7<4<$ 68F?08!$B14<$ 56$ 39$FG7<4<$ B<9$ C165$5F?X;8B1$@35$9<$B<96845;1$391$65;85$45$16?5B7<6$ 6<C;5$ 01$@3XF8B1$450$1231$@35$45C59$65;$75984<6$59$B35971$1$01$_<;1$45$A10<;1;$145B3141F5975$0<6$:1B7<;56$@35$8975;A85959$59$01$;51BB8H9$CD68B1$45$6173;1B8H9#$

[<;$ 7197<P$5671$`3X1$ ;5B<F85941$50$36<$450$'71941;4$)5=7_<4$L!!"$J')L!!"NP$C1614<$59$39$BD0B30<$FD6$;823;<6<$45$016$;51BB8<956$@35$8975;A85959#$

VFC<6$FG7<4<6$?;<43B59$39$A10<;$48:5;5975$450$?S617#$&0$A10<;$<C75984<$?<;$50$FG7<4<$68F?08!$B14<$56$1?;<Y8F141=F5975$"PL$39841456$FD6$952178A<P$@35$50$<C75984<$?<;$68=238594<$50$')L!!"#$,<;;56?<9485975F5975P$50$.'/$;563071$71FC8G9$89:5;8<;$59$"PL$39841456$10$.'/$<C75984<$652\9$50$')L!!"#$

V75948594<$1$@35$50$')L!!"$56$50$FG7<4<$14<?714<$8975;=91B8<910F5975P$ 65$B<96845;1$@35$50$B3F?08F8597<$450$%^$a>"ML""!$45C5;D$B<967171;65$45$1B35;4<$B<9$50$FG7<4<$56=71941;4$')$L!!"$I$9<$50$68F?08!$B14<$V],^#$

3. Niveles óptimos de remineralización

&0$<CW578A<$45$ 01$ ;5F895;108T1B8H9$ 56P$ 2595;10F5975P$ ?;<=43B8;$39$1231$B<9$39$X948B5$45$.1925085;$F3I$?;HY8F<$1$B5;<$I$@35$?5;F195B5$5671C05$59$B<971B7<$B<9$01$17FH6:5;1#$V45FD6P$65$7;171$45$B<965238;$567<$B<9$39$B<963F<$FX98F<$45$,-L$B<9$50$!$9$45$F898F8T1;$0<6$B<6756$45$5Y?0<71B8H9#$

'52\9$5675$567348<P$65$B<96845;1$@35$?1;1$@35$39$1231$4561=0141$567G$C859$;5F895;108T141P$59$39$;192<$45$75F?5;173;16$597;5$a>b,$I$LOb,P$45C5;D$ 7595;$ 016$B1;1B75;X678B16$@35$65$?;5659719$59$01$E1C01$"#a#$$

!"#$"% &'()%,V%V,E&%c'E/,V'$%&,-)&*^V^V'$[V%V$ .V'$ V`(V'$ ^&'V.V^V'$ ,-*$ (*$ */d&.$e[E/)-$^&$%&)/*&%V./fV,/e*#$

E10$I$ B<F<$65$ 8948B1$59$50$,1?X730<$aP$ 01$F1I<;X1$45$ 016$?019716$4561014<;16$785959$@35$1g148;$,-L$456?3G6$45$01$H6=F<686$89A5;61$I$19756$45$01$;5F895;108T1B8H9$?1;1$10B19T1;$0<6$A10<;56$45$01$E1C01$"#a#

*+,-./%&'()%012/3+45%156.1%2/%/23/2+5+7/7%712%81.91/7:%;%2/%7:<+!%3/3+45%71%=>?%8/./%3:5<1,-+.%-5%/,-/%.19+@51./2+A/7/%/%8B%CD?E%;%3:5%&DF%9,%=>?G$%3:5%213H:<%71%3/23+6/'%%I/6:<%<+9-2/7:<%/%8/.6+.%71%-5%/,-/%71</2/7/%3:5%('J%9,%=/?KG$%;%%??%L='J

.1$ 4<68!$B1B8H9$ 45$ ,-LP$ 95B561;81$ ?1;1$ 10B19T1;$ 0<6$ 98A5056$45$ ;5F895;108T1B8H9$?;<?3567<6$59$ 01$E1C01$"#a$45?59459$45$01$10B10898414$450$?5;F514<$19756$45$ 01$;5F895;108T1B8H9#$&9$01$h823;1$"#a$65$F3567;19$016$4<686$;5@35;8416$?1;1$B141$1231$652\9$50$?S$I$01$10B10898414$450$?5;F514<$19756$45$01$;5F895=;108T1B8H9#

M/.N916.:% 0/5,:

?S$ iPL$j$"Pa

V0kP$F2$,1,-!M.$ OK$j$!

S,-!=P$F2M.$ Ki$j$!

,1LZP$F2M.$ La$j$L

,-LP$F2M.$ "PQ$j$"Pa

.'/$J')L!!"N$ j$"PaO

ADECUADO DE REMINERALIZACIÓN.

!

"#$%&'()&*$+$,-*,.('/-*&'

&0$1231$45610141$78595$39$.'/$89:5;8<;$1$=>$?<;$0<$@35$785945$1$486<0A5;$50$B1;C<917<$BD0B8B<#$E1FC8G9$?;565971$50$;8562<$45$?;<C05F16$45$B<;;<68H9$?<;$63$F1I<;$B<975984<$59$B0<=;3;<6$JK"=L""$F2$,0=M.N$I$630:17<6$JL=OPQ$F2$'->

RN$;56?5B7<$10$45$C8B1;C<917<6$JL=>$F2$S,-!

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2. Criterios de evaluación de las aguas desaladas y remineralizadas

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3. Niveles óptimos de remineralización

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2. Criterios de evaluación de las aguas desaladas y remineralizadas

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3. Niveles óptimos de remineralización

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con lechos de calcita.

Niveles adecuados de remineralización

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5. Técnicas de remineralización

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4. Cálculo indirecto del LSI y del SAR a partir de los datos de CE25 y pH antes y después de la remineralización

<&>( +->F#/*?&>( &L/-.D?&>( *=F./*.( *( OF-( -#( <AQ( ?-#( *6F*(+-5D.-+*#DG*?*( %<AQ%+''( =F-?-( >-+( B*#BF#*?&( *( =*+/D+( ?-#(D.B+-5-./&(?-( #*(7@3!(=+&?FBD?&(=&+( #*( +-5D.-+*#DG*BDH.1((F/D#DG*.?&(-#(B&BD-./-X

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pueden

siendo (r) reminealizada y (o) sin remineralizar:

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6. Técnicas de muestreo

&0$=;329A31$63$7D;72$632707672$63?3$23A$A3708B761$63$=7G:3A7$E;3$23$3H893$07$@<A6867$63$,-F#$U7A7$3001$23$A341=83:G67:$072$=368481:32$!"#$!%&$21?A3$9161$630$@VI$07$93=@3A79;A7$L$07$,&#$

.7$7:19748C:$63$072$41:68481:32$63$=;329A31$72R$41=1$63$9A7:2@1A93$ L$ 70=743:7=83:91$ 57297$ 07$ A3708B748C:$ 63$ 012$7:>08282I$41:14867$41=1$4763:7$63$4;291687I$7L;67$41:28G63A7?03=3:93$3:$07$$8:93A@A39748C:$63$012$A32;097612#$

.7$2303448C:$630$=<9161$7634;761$@7A7$30$7:>08282$63$07$70G4708:8676$63?3$5743A23$63$74;3A61$41:$30$:8H30$32@3A761$63$704708:8676$630$7D;7#$W3$:1$5743A01$@;363$21?A33298=7A23$41:2863A7?03=3:93$30$41:93:861$3:$,-FI$32@34870=3:93$3:$072$7D;72$28:$A3=8:3A708B7A#$

7. Simulación de mezclas de aguas

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)7:;30$V3A:>:63BG';>A3B'()*)+#,)-.)+#*!/0)#1"2)#W8A3491A$63$07$];:6748C:$,3:9A1$,7:7A81$630$̂ D;7PX$63$_;:81$63$F"P"

La velocidad adecuada debe ser de 0,07±0,02 m/s con el

entonces menor de -0,5.

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1.1 Introducción

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1.2 Materiales y métodos

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1. CARACTERÍSTICAS DE LAS AGUAS DESALADAS

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IN SITU.

< 0,7

permitió determinar con

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1.3 Resultados y discusión

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*%& !H8G`

(con saturador)(con saturador)(con saturador)

esto es,

permitió determinar con

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!"#$%&'()H+',-.&/"01'-12%-'.&'3&*='6'D#*='8-#G1'.78'9&278'9-'.&'@&A.&'()()'

1.3.4 Comportamiento del agua desalada en contacto con la atmósfera

.1$234256575818$837$19:1$83217181$1$71$;175818$837$<:32=>3?$@:381$3A5834;5181$;?4$7?2$>32:7=18?2$83$712$B59:>12$!#CD$!#E$F$!#G#$+39H4$32=?2$>32:7=18?2D$712$19:12$832171812$=534834$

1.3.1 Sobre la relación CO2-pH en las aguas desaladas

)4$ 71$ (1671$ !#!$ 23$ ?623>A1$ 71$ A1>51;5I4$ 837$ JK$ 34$ 712$J714=12$ @:3$ ;?<?$ J:383$ A3>23$ ?2;571$ 34=>3$ EDE$ F$ CDLG#$%?>>32J?48534=3<34=3D$ 37$ ;?4=3458?$ 34$ %ML$ @:3$ A1>N1$34=>3$ODGC$<9$%MLP.$F$!E$<9$%MLP.#$.?2$81=?2$>3!$3Q14$71$>371;5I4$34=>3$37$%ML$F$37$JK#$$.1$B59:>1$!#!$J>3234=1$7?2$>32:7=18?2$?6=3458?2$F$8?483$23$<:32=>1$71$>371;5I4$;71>1$34=>3$1<6?2$J1>R<3=>?2#$$

!"#$%&'()(+',-.&/"01'-12%-'-.'/712-1"97'-1'3I*'6'-.'JK'J&%&' .&8' &#$&8' 9-8&.&9&8)' L-#G1' .78' 9&278' &1&."M&978'-1' .&A7%&27%"7' 6' /&./$.&978' &' J&%2"%' 9-' %-.&/"01' 9-'@"..C&18)N

)2=1$>371;5I4$;?>>32J?483$J>R;=5;1<34=3$1$71$SI><:71$J>3T234=181$J?>$(577<142G$F$J:675;181$34$!U!L$F$8?483$712$;?4T;34=>1;5?432$83$%ML$F$&7V$32=R$3WJ>321812$34$<9P.#$

1.3.2 Sobre la relación entre la CE25 y la presencia de Cl- y Na+

)7$19:1$83217181$>32J?483$1$:41$2?7:;5I4$;?4$17>3838?>$837$GLX$83$%7Y1#$&2ND$ 71$;?48:;=5A5818$837$19:1$83217181$32$85>3;=1<34=3$J>?J?>;5?417$17$ 54;>3<34=?$83$%7T$F$Y1Z#$.1$B59:>1$!#L$<:32=>1$32=1$>371;5I4#

.1$>371;5I4$34=>3$37$%7T$F$37$Y1ZD$32$83$!DLC$<[?7$%7T$J?>$<[?7$Y1Z#$.1$B59:>1$!#"$57:2=>1$32=1$>371;5I4#

1.3.3 Sobre los contenidos en Ca2+ y Mg2+

.?2$;?4=3458?2$34$%1LZ$F$37$[9LZ$<14=53434$:41$;53>=1$J>?TJ?>;5?4175818$239H4$23$>3!$3Q1$34$71$B59:>1$!#\#$-3$1;:3>8?$;?4$ 32=?2$ 81=?2D$ F$ 83$ S?><1$ 1J>?W5<181D$ J:383$ 12:<5>23$@:3$[9LZ$]<9P.^$ $!DG$W$%1LZ$]<9P.^#

+54$3<61>9?D$4?$23$_1$34;?4=>18?D$;?4$7?2$81=?2$852J?45T6732D$:41$ >371;5I4$;71>1$34=>3$ 71$%)LC$F$ 7?2$;?4=3458?2$34$%1LZ$F$[9LZ#

$$$$$$$$$$$$$$$$$$$$$$$$$$"`%ML756>3a$JK)bGT7?9$$$$$$$$$$$$$$$$$$$$$$$$ODE!`&7;a$$$1=$!Gc%$

oscila entre 6,6 y 5,27. el contenido en CO2 varía

a

la relacion entre el pH el contenido en CO2 para las plantas estudiadas.

están expresadas en mg/L.

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1.3.5 Sobre los sólidos totales disueltos (STD)

#$%&'%(')&'%!*!%+,%-.,+,$/'$%&0+%1'&0.,+%2,%3(4%0)/,$520+%-0.%,&%67/020% /.'25850$'&%2,%2,+,8'859$%'%!:;<=%0%-0.% &'%+>6'%2,%'$50$,+%?%8'/50$,+*%=060%->,2,%0)+,.1'.+,%&'%25@A,.,$85'%,$/.,%&0+%1'&0.,+%6,250+%0)/,$520+%-0.%'6)0+%67@/020+%,+%2,%/'$%+0&0%!%6BCD%?E%-0.%/'$/0E%6,$0+%2,&%!F*%3,%'->$/'E%+5$%,6)'.B0%G>,%,&%67/020%2,%&'%+>6'%2,%'$50$,+%?%8'/50$,+%+,%80$+52,.'%6H+%-.,85+0%?'%G>,%,&%67/020%-0.%2,+,8'859$%'%!:;<=%->,2,%-.02>85.%-,G>,I0+%,..0.,+*J

#$%8>'&G>5,.%8'+0E%,&%1'&0.%2,%&0+%3(4%'A,8/'%6>?%-080%'&%8H&8>&0%2,&%D3K@LMM;%N17'+,%='-O/>&0%LE%P-'./'20%L*Q*RS%?%+,&,8850$'.%>$%1'&0.%,$/.,%;EQ"%?%;EQT%$0%-.02>8,%>$'%25A,@.,$85'%+5B$5!%8'/51'*

1.3.6 Sobre la turbiedad del agua desalada

D'%/>.)5,2'2%0%/>.)52,U%2,%&'+%'B>'+%2,+'&'2'+%-0.%9+60+5+%5$1,.+'%,+%)'V'%?%'&.,2,20.%2,%;EL%W(X*%Y'&0.,+%6'?0.,+%2,%/>.)5,2'2%+>,&,$%+,.% 5$258'/510%2,%-.0)&,6'+%2,%80..0+59$%,$%&'+%5$+/'&'850$,+%0%2,%6,6).'$'+%2,A,8/>0+'+*

1.3.7 Índice de Larson-Skold

#&% O$258,% 2,%D'.+0$@3Z0&2!M% 2,&% 'B>'% 2,+'&'2'% '..0V'% >$%1'&0.%6,250%2,%!R!*%#+/0%,+%5$258'/510%2,%>$%'B>'%80$%>$'%

/,$2,$85'%,[/.,6'%'%-.02>85.%80..0+59$%-0.%-58'2>.'%2,%&'+%80$2>8850$,+%2,%\5,..0%0%'8,.0%2,+-.0/,B520*%#$%,&%='-O/>@&0%L%2,%,+/'%]>O'%+,%5$8&>?,%6H+%5$A0.6'859$%+0).,%,&%O$258,%2,%D'.+0$@3Z0&2%?%+>%5$/,.-.,/'859$*%

1.3.8 SAR

#&%1'&0.%6,250%2,&%3P^!Q%0% O$258,%2,%')+0.859$%2,% +0250%2,&%'B>'%0+60/5U'2'%,+/H%'&.,2,20.%2,%J*%#+/0%'->$/'%'%>$%'B>'%G>,%->,2,%8'>+'.%2'I0+%$0%+9&0%'&%+>,&0%+5$0%/'6)57$%'% '&B>$0+% 8>&/510+%-0.% ,[8,+0%2,% +0250% .,+-,8/0% '&% 8'&850%?%'&%6'B$,+50*% %_0.% /'$/0E%80$15,$,%80..,B5.%,+/,%'+-,8/0E%)5,$% 80$% >$'% .,65$,.'&5U'859$% 0% 80$% &'% '25859$% 2,% 8'&850%?%6'B$,+50% 25.,8/'6,$/,% 80$% &0+% A,./5&5U'$/,+*%`H+% 5$A0.@6'859$%+0).,%,&%3P^%->,2,%0)/,$,.+,%,$%,&%='-O/>&0%L%2,%,+/'%]>O'*%

1.3.9 pH en equilibrio con la calcita

_0.%a&/560E%,$%&'%(')&'%!*!%+,%-.,+,$/'%,&%-b%2,%,G>5&5).50%80$% &'%8'&85/'*% %3,Ba$%,+/0+%2'/0+%?% /'&%8060%+,%1,.H%6H+%'2,&'$/,%'%&0%&'.B0%2,%,+/'%]>O'E%$5$B>$'%2,%&'+%'B>'+%2,+'@&'2'+%2,%&'%(')&'%!*!%80$/5,$,$%+>!%85,$/,%=cL%'%&'%+'&52'%2,&%)'+/520.%-'.'%806-&,/'.%>$%-.08,+0%2,%.,65$,.'&5U'859$%2,%A0.6'%'2,8>'2'*%#$%8>'&G>5,.%8'+0E%,&%80$/,$520%,$%=cL%2,&%'B>'%0+60/5U'2'%2,-,$2,%2,&%-.,/.'/'65,$/0%2,%&'%9+60+5+%5$1,.+'*!EL

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%

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!*%=P^P=(#^e3(K=P3%4#%DP3%P]XP3%4#3PDP4P3

13

1,2

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1.5 Referencias

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1.4 Conclusiones

)D$BKQB$F:=BDBFB$ <:=L?CF:A$K:C:<BD>:CE:A$ B$QCB$ =?DQJ@aC$J?C$QC$J?CE:C@F?$:C$+(-$BD<:F:F?<$F:$UbV$>K\.$G$J?C$QC$J?CE:C@F?$:C$%D6B$F:D$?<F:C$WUn#$+?C$BKQB=$J?C$QC$J?CE:7C@F?$>QG$HBo?$:C$1%3[

7$Y $U$>K\.Z$B=p$J?>?$5KUf$Y $UA]$>K\.Z$G$%BUf$Y !A]$>K\.Z$)D$J?CE:C@F?$:C$5KUf$G$%BUf$=?C$L<?L?<J@?CBD:=A$:c@=E@:CF?$QCB$J@:<EB$<:DBJ@aC$:CE<:$B>H?=9$>K$5KUf\.$ $!AW$c$>K$%BUf\.#$

)D$L1$?=J@DB$:CE<:$_A[$G$^A^$G$:D$ J?CE:C@F?$:C$%3U$:CE<:$VAW_$G$!^$>K$%3U\.A$BQCqQ:$BDKQCB=$BKQB=$LQ:F:C$=BD@<=:$F:$:=E:$<BCK?#^$

)C$BDKQC?=$JB=?=$F?CF:$=:$:>LD:BC$QC$=:KQCF?$LB=?$J?C$E<BEB>@:CE?=$:=L:Jp!$J?=$LB<B$<:FQJ@<$:D$J?CE:C@F?$:C$2?<?A$:D$L1$F:D$L:<>:BF?$!$CBD$LQ:F:$=QL:<B<$:D$;BD?<$F:$b$G$DB$J?CFQJE@;@FBF$F:=J:CF:<$L?<$F:HBo?$F:$!VV$ +\J>#

+:$J?C!$<>B$qQ:$DB$<:DBJ@aC$:CE<:$:D$L1$F:D$BKQB$?=>?E@gBFB$G$:D$J?CE:C@F?$:C$%3U$<:=L?CF:$B$J<@E:<@?=$:=EBHD:J@F?=$:C$DB$qQp>@JB$F:$BKQB=#W

.?=$pCF@J:=$F:$J?<<?=@;@FBF$BLQCEBC$B$qQ:$:D$BKQB$?=>?E@7gBFB$E@:C:$QC$JB<rJE:<$J?<<?=@;?$F:H@F?$B$QCB$HBoB$BDJBD@C@7FBFA$HBo?$JBDJ@?$G$HBo?$L1#$(B>H@sC$E@:C:$JB<rJE:<$J?<<?=@7;?$F:H@F?$B$QCB$>BG?<$L<?L?<J@aC$F:$JD?<Q<?=$G$=QDNBE?=$<:=L:JE?$B$D?=$H@JB<H?CBE?=#

)C$BDKQC?=$JB=?=A$:D$L:<>:BF?$@C>:F@BEB>:CE:$B$DB$=BD@FB$F:$ D?=$ EQH?=$F:$L<:=@aC$ E@:C:$QC$J@:<E?$J?CE:C@F?$:C$%3U$qQ:$=:$L@:<F:$:C$L?JB=$R?<B=$=@$:=Er$:C$J?CEBJE?$J?C$DB$BE7>a=N:<B#$&=pA$:D$L1$F:D$BKQB$F:=BDBFB$F:L:CF:$>QJR?$F:$DB$>BC@LQDBJ@aC$F:$DB$>Q:=E<B$BCE:=$F:D$BCrD@=@=#

)D$ J?CE:C@F?$ :C$ %3U$ F:D$ BKQB$ ?=>?E@gBFB$ F:L:CF:$ F:D$L<:E<BEB>@:CE?$ $ qQ:$ RBGB$ <:J@H@F?$ :D$ BKQB$ F:=BDBFB#$ .?=$BCrD@=@=$ BLQCEBC$ B$ qQ:$ :D$ J?CE:C@F?$ :C$%3U$ F:$ DB=$ BKQB=$F:=BDBFB=$C?$=Q:D:$=:<$=Q!$J@:CE:$LB<B$L:<>@E@<$QCB$<:>@C:7<BD@gBJ@aC$BF:JQBFB$=@C$C:J:=@FBF$F:$BtBF@<$>r=$%3U#$

.B$EQ<H@F:g$F:D$BKQB$?=>?E@gBFB$:=Er$BD<:F:F?<$F:$VAU$6(0$J?C=@F:<rCF?=:$ ;BD?<:=$ =QL:<@?<:=$ J?>?$ @CF@JBE@;?=$ F:$L<?HD:>B=$:C$DB=$@C=EBDBJ@?C:=#$

)C$:qQ@D@H<@?$J?C$DB$BE>a=N:<BA$:D$L1$F:D$BKQB$?=>?E@gBFB$:=Er$BD<:F:F?<$F:$^A"$ 7$WAV$G$:D$J?CE:C@F?$:C$%3U$BD<:F:7F?<$F:$VA[$>K$%3U\.#$)D$pCF@J:$F:$.BCK:D@:<$Y.+,7U[[VZ$=:$>BCE@:C:$BD<:F:F?<$F:$7]#$

)D$J?J@:CE:$+(-\%)U_$E@:C:$QC$;BD?<$BD<:F:F?<$F:$VA]W#

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Page 15: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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2.1 Introducción

#$%&'()*+()$%&,+&'-.),-,&/0+&%+&0*).)1-2&+2&.-&3(4'*)'-&3-(-&+5-.0-(& .-%& -60-%&'$2*)2+2*-.+%& *)+2+2&-3.)'-')72& *-89):2&+2&.-&5-.$(-')72&,+&.-%&-60-%&,+%-.-,-%&;&(+8)2+(-.)1-,-%<&=2&+%*+&'-3>*0.$&%+&(+%08+2&.$%&'()*+()$%&84%&)83$(*-2*+%&,+&-'0+(,$&'$2&*(-9-?$%&+@*(->,$%&,+&.-&.)*+(-*0(-"&-&"A&;&%+&-2-.)1-&%0&-3.)'-')72&-&.-%&-60-%&,+%-.-,-%&;&(+8)2+(-.)B1-,-%&+2&9-%+&-&,-*$%&3($'+,+2*+%&,+&3.-2*-%&+2& C02')$B2-8)+2*$<&

2.2 Materiales y métodos

=2&3()8+(&.06-(D&%+&E-&(+-.)1-,$&02-&(+5)%)72&9)9.)$6(4!&'-&%$9(+&.-&+5-.0-')72&,+&.-%&-60-%&'$(($%)5-%&;&3($3$(')$2-.B8+2*+&()'-%&+2&'.$(0($&%7,)'$<

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2.3 Dureza

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#-&,0(+1-&*$*-.&IJKL&%+&,+!&2+&'$8$&.-&%08-&,+&.-%&'$2'+2B*(-')$2+%&,+&'-.')$&;&8-62+%)$D&%+6M2&.-&C$(80.-N&

86&O-OGAP#Q&!DRST&UO-!V&86P#W&V&RD""X&UY6!VD&86P#W

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2. CRITERIOS PARA LA EVALUACIÓN DE LAS AGUAS DESALADAS Y REMINERALIZADAS

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2.5 Índice de saturación o de Langelier

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TABLA 2.4: EXPRESIONES EQUIVALENTES A 10 mg/L DE CaCO3 DE DUREZA

En la Tabla 2.5 se resumen los criterios =

=

.

.

=

+ - pKCaCO3

-

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2.5.2 El SM2330 para el cálculo del pHsat

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2.5.1 Método simplifi cado para el cálculo del pHsat

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2.5.5 Sobre el valor de los STD

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2.6 Sobre el pHsat y el pHeq

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2.7 Efecto de la temperatura en el LSI

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2.8 El LSI en la legislación española

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2.5.3 El factor para el cálculo de la fuerza iónica (I)

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2.5.4 Comparación entre el cálculo del LSI por el método simplifi cado y el SM2330

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2.12 Índice de Puckorius

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2.13. SAR

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2.14 Referencias

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2.9 Índice de Larson-Skold

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2.10 Normas DIN

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2.11 Índice de Ryznar

)8$ 9:$ ;:<=>?$ <?$ >@AB>C?A$ ?DE;A=>FGX$ E?:8@<F$ E@A@$ @J9@8$>F:C=:?:C@K?8$ E?AF$ c9?$ :F$ @EFAC@$ A?@KD?:C?$ =:OFAD@>=P:$@<=>=F:@K$E@A@$K@8$<?8@K@<@8$:=$A?D=:?A@K=M@<@8#$

&+'$Q$!REN8@CS$T$EN$.F8$>A=C?A=F8$<?$?^@K9@>=P:$8F:V

&+'$_$"Wb$$ ':CFK?A@IK?D?:C?$>FAAF8=^@mWH$`$&+'$`$"Wb$$ h9?AC?D?:C?$>FAAF8=^@mWb$`$&+'$`$mWH$$ +=J:=!$>@:C?D?:C?$>FAAF8=^@YWb$`$&+'$`$mWb$$ .=J?A@D?:C?$=:>A98C@:C?$F$>FAAF8=^@HWb$`$&+'$`$YWb$$ .=J?A@D?:C?$=:>A98C@:C?XWb$`$&+'$`$HWb$$ h9?AC?D?:C?$=:>A98C@:C?

Estas

es

14

las aguas desaladas y remineralizadas.

o índice de absorción de sodio del agua16

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Page 21: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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3.1 Introducción

"#$ #%&'#%(#$ )*+$ +#,'%#+-.'/-0'1%$ #.$ 0*%23%&*$ (#$ &40%'0-5$63#$.*7+-%$-3,#%&-+$.-$(3+#/-$8$.-$-.0-.'%'(-($(#.$-73-$9-5:&-$ ;-.*+#5$63#$)+*03+-%$3%$ <%('0#$(#$ 5-&3+-0'1%=$ &-,>'4%$..-,-(*$(#$?-%7#.'#+$ @?"AB=$ '73-.$*$)+1C',*$-$0#+*$8$#%$#63'.'>+'*$0*%$.-$-&,15D#+-E$

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K%$.*5$5'5&#,-5$->'#+&*5=$03-%(*$#.$0*%&#%'(*$#%$FGH$(#.$-73-$#5$ 53)#+'*+$-.$63#$(#>'#+-$#5&-+$#%$#63'.'>+'*$0*%$#.$-'+#=$#.$FGH$5#$#50-)-$-$.-$-&,15D#+-$8$#.$)I$-3,#%&-E$L*+$#.$0*%&+-+'*=$5'$#.$0*%&#%'(*$#%$FGH$#5$'%D#+'*+$-.$63#$(#>'#+-$#5&-+$#%$#63'.'>+'*$0*%$.-$-&,15D#+-$#.$-73-$->5*+>#+M$FGH$(#$.-$-&,15D#+-$8$#.$)I$('5,'%3'+ME

K.$*>2#&';*$(#$.-$+#,'%#+-.'/-0'1%$#5=$)*+$3%$.-(*=$-.0-%/-+$#.$)3%&*$(#$#63'.'>+'*$0-.0*0-+>1%'0*E$K5&*$#5=$(*%(#$#.$)I=$#.$0-.0'*$('53#.&*$8$-.0-.'%'(-($%*$;-+<-%$*$;-+<-%$,38$)*0*$#%$0*%&-0&*$0*%$.-$-&,15D#+-E$N$)*+$*&+*$.-(*=$9-0#+.*$(#$.-$D*+,-$,M5$)+#0'5-$)*5'>.#$0*%$#.$!$%$(#$,'%','/-+$#.$0*%53:,*$(#$#%#+7<-$8$)+*(30&*5$63<,'0*5=$#%$#5)#0'-.$(#.$FGHE$@O#+$F-)<&3.*$P$(#$#5&-$Q3<-$)-+-$3%-$+#0*)'.-0'1%$(#$.-5$&40%'0-5$(#$+#,'%#+-.'/-0'1%$,M5$',)*+&-%&#5BE

K.$)+*0#5*$(#$#63'.'>+'*$(#.$FGH$0*%$.-$-&,15D#+-$(#)#%(#$(#$.-$&#,)#+-&3+-$8$.-$)+#5'1%$)-+0'-.$(#$FGHEJ$"'%$#,>-+:7*=$ #%$ .-5$ 0*%('0'*%#5$(#$ &+->-2*$(#$ .-5$ (#5-.-(*+-5$ 5*.*$.-$ &#,)#+-&3+-$ (#.$ -73-$ )3#(#$ ..#7-+$ -$ ;-+'-+$ (#$ D*+,-$5'7%'!$0-&';-E$K5&-5$('D#+#%0'-5$ 5*%$ 51.*$#5&-0'*%-.#5$8$%*$*03++#%$#%$)#+<*(*5$0*+&*5$8$(3+-%&#$#.$D3%0'*%-,'#%&*$(#$+#,'%#+-.'/-0'1%E

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

L*+$S.&',*=$5#$)+#5#%&-%$(-&*5$5*>+#$.-$#;*.30'1%$(#.$)I=$.*5$ >'0-+>*%-&*5$ 8$ #.$?"A$ (#$ .-5$ -73-5$ +#,'%#+-.'/-(-5$ 8$#%$ 0*%&-0&*$ 0*%$ .-$ -&,15D#+-=$ 0*%$ #.$!$%$ (#$ 0*++*>*+-+$ #.$-%M.'5'5$&#1+'0*$(#$.-$)+',#+-$)-+&#$(#.$0-)<&3.*$8$-83(-+$-$(#!$%'+$.*5$%';#.#5$1)&',*5$(#$+#,'%#+-.'/-0'1%E$

3.2 Materiales y métodos

L-+-$-%-.'/-+$#.$0*,)*+&-,'#%&*$(#$.-5$-73-5$+#,'%#+-.'/-:(-5$#%$#63'.'>+'*$0*%$.-$-&,15D#+-$5#$&*,-+*%$,3#5&+-5$#%$('5&'%&-5$(#5-.-(*+-5$(#5)345$(#.$&+-&-,'#%&*$(#$+#,'%#+-:.'/-0'1%$8$5#$+#-.'/-+*%$-%M.'5'5$!"#$!%&$(#$)I=$FK=$T#,)#:+-&3+-=$IFG!

:$8$FG!UE

R$0*%&'%3-0'1%$5#$..#;-+*%$.-5$,3#5&+-5$-.$.->*+-&*+'*$(*%:(#$5#$+#)'&'#+*%$.*5$-%M.'5'5$8$5#$0*,).#&-+*%$0*%$#.$+#5&*$(#$ .*5$)-+M,#&+*5E$L*5&#+'*+,#%&#=$ 5#$)+*0#('1$ -$(#2-+$ .-$,3#5&+-$#C)3#5&-$-$ .-$-&,15D#+-$8$-7'&-(-$53-;#,#%&#$(#$D*+,-$ ,#0M%'0-=$ &*,M%(*5#$ ,3#5&+-5$ )-+-$ -%M.'5'5$ 0-(-$0'#+&*$&'#,)*$9-5&-$3%*5$JP$(<-5E

3.3 Resultados y discusión

3.3.1 Equilibrio con el CO2 de la atmósfera

?*5$(-&*5$(#$.-5$V'73+-5$!EJ$8$!EH$(#,3#5&+-%$63#$#.$-73-$+#,'%#+-.'/-(-$ &'#%(#$ -$ #63'.'>+-+5#$ 0*%$ 3%$ 0*%&#%'(*$ #%$FGH$-.+#(#(*+$(#$W=XYW=J$,7$FGHZ?E$"#$9-0#$%*&-+$63#$.-$0*%0#%&+-0'1%$(#$FGH$#%$.-$-&,15D#+-$#63';-.#$-)+*C',-:(-,#%&#$-$W=[\$,7$FGHZ?

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$!E$]AOK?K"$^LTA_G"$`K$?R$aK_A]KaR?AbRFA^]$$

3. NIVELES ÓPTIMOS DE LA REMINERALIZACIÓN NIVELES ADECUADOS DE REMINERALIZACIÓN

NIVELES ADECUADOS DE REMINERALIZACIÓN

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(5$ 67895:;$ <98=>$ 67$9?@<@AB$95$=89=$ >7C@57>=<@A=:=$ D;5$!EE$C8$-0*F)G$HH$C8$4=HIF)G$JE$C8$4=4/!F)$:7$=<D=K<@5@:=:G$ HEL4$ M$ =$ NO$P$ M$ 67$ Q97$ =9C75?=5:;$ 7<$ NO$ D;5$%=R/OS$ D;5$ 7<$ !$5$ :7$ T7>$ @89=<C75?7$ <=$ 7T;<9D@B5$ :7<$NO6=?G$NO7U$M$7<$)*&#$

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(5$<=$6@89@75?7$6@C9<=D@B5$67$^=5$:;6@!$D=:;$:@6?@5?=6$D=5?@K:=:76$:7$4/H$=$95$=89=$:76=<=:=$M$:7_[5:;<=$75$7U9@<@X>@;$D;5$D=<D@?=$^=6?=$U97$=<D=5A=67$7<$NO6=?$M$N;>$?=5?;$)*&$:7$D7>;#$$(5$<=$V@89>=$!#"$67$C976?>=$U97$<=$7T;<9D@B5$:7<$NOG$4=HI$M$4/H$75$=89=6$D;5$:@6?@5?;$8>=:;$:7$>7C@57>=<@A=D@B5$M$75$7U9@<@X>@;$D;5$<=$D=<D@?=#

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(5$<=$V@89>=$!#H$7<$Q75BC75;$76$=<$>7T\6#$1U9]G$7<$D;5?75@:;$75$4/H$=$<=$6=<@:=$:7$<=$>7C@57>=<@A=D@B5$76$69N7>@;>$=<$:7$<=$=?CB6Q7>=#$,;>$?=5?;G$67$N>;:9D7$95=$N\>:@:=$:7$4/H$:7<$=89=$^=6?=$U97$<<78=$=$7U9@<@X>=>67#$

4;CN=>=5:;$<;6$:=?;6$:7$<=6$V@89>=6$!#`$M$!#H$D;5$<;6$:7$<=6$V@89>=6$`#"$M$`#J$:7<$4=N]?9<;$`$67$;X67>T=$U97$7<$NO$:7$ 7U9@<@X>@;$ :7<$ =89=$:76=<=:=$ 76?[$ =<>7:7:;>$ :7$EG!$C8$4/HF)$75$<98=>$:7$EGP$C8$4/HF)$D;C;$;D9>>7$D;5$7<$=89=$>7C@57>=<@A=:=#$

3.3.2 Simulación matemática de la remineralización

,=>=$=5=<@A=>$C7_;>$76?7$Q75BC75;$:7$@5?7>=DD@B5$:7<$=89=$:76=<=:=$ M$ >7C@57>=<@A=:=$ 75$ 7U9@<@X>@;$ D;5$ <=$ =?CB6Q7>=$67$^=5$^7D^;$:;6$6@C9<=D@;576$C=?7C[?@D=6$:7<$N>;D76;$:7$>7C@57>=<@A=D@B5#W$

(5$N>@C7>$<98=>$67$9?@<@AB$95$=89=$:76=<=:=$RHEE$C8$-0*F)a$NO$b$JGHa$EG"$C8$4=HIF)a$$WG"$C8$4=4/!a$HEL4S$M$67$=9C75K?B$7<$NO$D;5$%=R/OS$D;5$7<$!$5$:7$:7C;6?>=>$U97$<=$Q=<?=$:7$D=<D@;$76$95$Q=D?;>$@56=<T=X<7$U97$5;$N7>C@?7$<<78=>$=$D;567K89@>$95$)*&$:7$D7>;$N;>$C9D^;$U97$67$=9C75?7$7<$NO#

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NIVELES ADECUADOS DE REMINERALIZACIÓN

4,5 mg CaCO3/L;20ºC) y se aumen-

condiciones donde, en teoría, esta agua permanecerá estable

, esto es, el LSI = 0.

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3.3.4 Evolución del pH y del LSI de las aguas remineralizadas según datos de campo

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3.3.3 Obtención del pH en equilibrio con el CO2

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NIVELES ADECUADOS DE REMINERALIZACIÓN

Alcalinidad (mg CaCO3/L)

a 17ºC

confirman

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3.3.5 Relación entre de la alcalinidad y la dosifi cación de CO2

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NIVELES ADECUADOS DE REMINERALIZACIÓN

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3.4 Conclusiones

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3.3.6 Efecto de la temperatura en la remineralización

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NIVELES ADECUADOS DE REMINERALIZACIÓN

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20ºC

30ºC

40ºC

ADECUADO DE REMINERALIZACIÓN.

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4.1 Introducción

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,.&%$&$1):3$(-@.&/,&($/$&-).&$&%$&()./4(3-;-/$/&/,%&$H4$&'&+,HX.&+,&14K%-($.&,.&,%&83$./$:/&\,3I)/+BR

4.2 Materiales y métodos

>.&1:-*,:&%4H$:&+,&I$.&43-%-F$/)&/$3)+&:,$%,+&$.$%-F$/)+&,.&,%&%$K):$3):-)&1$:$&,+3-*$:&,%&;$%):&/,&%$&:$F@.& 0>5"] Z%[B

U):&)3:)&%$/)6&+,&I$&)K3,.-/)&,%&;$%):&/,%&()(-,.3,&43-%-F$.J/)6& ,.& 1:-*,:& %4H$:6& 4.&*)/,%)& /,& :,*-.,:$%-F$(-@.& ().&($%(-3$5&().&/-+3-.3)+&.-;,%,+&/,&/)+-!&($(-@.&/,&0N5&'&,.&+,H4./)&%4H$:&($%(4%$./)&%$&0>5"&/,%&$H4$&:,*-.,:$%-F$/$&$& 1$:3-:& /,%&*<3)/)& /,& $1):3$(-@.& [email protected]($& 14K%-($/)& ,.& ,%&83$./$:/&\,3I)/+BR

4.3 Resultados

>.&%$&^-H4:$&!BR&+,&-.(%4',.&%)+&:,+4%3$/)+&/,&%)+&(C%(4%)+&/,& 0>5"] Z%[6&)K3,.-/)+&$&1$:3-:&/,&%)+&/$3)+&:,$%,+&/,&3:,+&/,+$%$/):$+6&'&1):&*,/-)&/,%&(C%(4%)&/,&%$&$1):3$(-@.&[email protected]($&$&%$&0>5"&1$:$&3:,+&$H4$+&:,*-.,:$%-F$/$+&321-($+&1,:)&().&.-;,%,+&/,&0>5"&(:,(-,.3,B&

U$:$&%$&+-*4%$(-@.&/,&%$&($%-/$/&/,%&$H4$&:,*-.,:$%-F$/$&+,&I$&().+-/,:$/)&E4,&,%&$H4$&$%($.F$&4.&789&-H4$%&$&(,:)&$&1$:3-:&/,&4.&1,:*,$/)&().&4.&1A&/,&_65&'&/)./,&%)+&;$%)J:,+&/,&D$6&`&'&0%&;$:2$.&1:)1):(-).$%*,.3,&+,HX.&%$&0>5"&+-H4-,./)& %$+& :,%$(-).,+& /,& %$&^-H4:$& RB5B&7)+& ;$%):,+& /,&\H5P6&0$5P&'&8N!

5J&+,&($%(4%$:).&+,HX.&&\H5P&Y&R6a&G&`Pb&0$5P&Y&\H5P]R6c&'&8N!

5J&Y&d6e&G&`PB&

7$& #$K%$& !BR& -%4+3:$& %$& ()*1)+-(-@.& /,& 1$:3-/$& /,& ,+3$+&$H4$+&/,+$%$/$+B&Z&1$:3-:&/,&$I2&+,&I$&/)+-!&($/)&5d6&5c&'&O"&*H&0N5]7&'& +,&I$& ($%(4%$/)& %$& ()*1)+-(-@.&/,%& $H4$&:,*-.,:$%-F$/$&1):&+-*4%$(-@.&*$3,*C3-($5B&>%&;$%):&/,&%$&0>5"&3,@:-()&/,%&$H4$&:,*-.,:$%-F$/$&+,&I$&($%(4%$/)&+,HX.&%)+&(:-3,:-)+&/,%&8\J5dRdRB&&

7)+& :,+4%3$/)+& 3,@:-()+&E4,&+,&1:,+,.3$.&,.& %$&^-H4:$&!BR&1$:$&%)+&3:,+&.-;,%,+&/,&0>M&Odd6&"dd&'&cdd& 8](*6&$14.J3$.&$&4.$&(%$:$&:,/4((-@.&/,%&()(-,.3,& 0>5"] Z%[&().&4.&-.(:,*,.3)& /,& %$& ()./4(3-;-/$/B& 0)*)& 14,/,& )K+,:;$:+,&3$*K-<.&,.&%$&^-H4:$&!BR&,+3,&,W,(3)&+,&()::,+1)./,6&$4.E4,&/,&W):*$&K$+3$.3,&/-W4+$6&().&%)+&/$3)+&)K3,.-/)+&/,&/-+3-.J3$+&/,+$%$/):$+B&

0).&,%&!&.&/,&$.$%-F$:&,%&-*1$(3)&E4,&+41).,&%$&0>5"&,.&,%&;$%):& /,%& ()(-,.3,& 0>5"] Z%[& +,&I$& $*1%-$/)& ,%& ,+34/-)&3,@:-()&1$:$&)K3,.,:&%$&:,%$(-@.&,.3:,&%$&0>5"&/,%&1,:*,$/)&'&,%&;$%):&/,&(),!&(-,.3,B&7$&^-H4:$&!B5&-%4+3:$&1:,+,.3$&,+3$&:,%$([email protected]&U$:$&%$&^-H4:$&!B5&+,&I$&43-%-F$/)&+@%)&,%&;$%):&/,&/)+-!&($(-@.&/,&5c&*H&0N5]7&%)&E4,&()::,+1)./,&().&4.&1A&/,&,E4-%-K:-)&/,&a6R!B

&!B&0f70g7N&9Dh9i>0#N&h>7&789&j&h>7&8Zi

4. CÁLCULO INDIRECTO DEL LSI Y DEL SAR DEL AGUA REMINERALIZADA A PARTIR DE LOS DATOS DE CE25 Y PH ANTES Y DESPUÉS DE LA REMINERALIZACIÓN

A5N

Se deduce a partir de

el

se presentan los resultados

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4.3.1 Cálculo indirecto del LSI a partir del cociente CE25/ Alk

,4$;?@4<89$?95$=;$e7H@<;$!#KY

%.KIZ 2=[$\$KE"^f.P^$c$g%.

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4.3.2 Cálculo indirecto del SAR

M;<;$4=$?a=?@=9$84=$02-$34$84D4$@67=7O;<$=;$?9<<4=;?7X5$43P6;D=4?78;$>;<;$4=$;H@;$93A967O;8;$V:4<$e7H@<;$]#K$84=$%;P>G6@=9$]W$89584Y

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4.3.3 Consideraciones de muestreo y análisis

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+/L

≈ 1,6 (o bien la fórmula [3] de la Fig. 4.2)

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4.5 Referencias

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17

se recomienda la siguiente secuencia:

18

10 min a 32 m/h 3

porcentaje

calidad de la calcita

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5.2.4.Pérdida de carga del lecho y fl uidización

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5.2.3 Efecto de la temperatura

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Los datos muestran que para un EBCT de 12,3 minutos, el pH, y por consiguiente la remineralización alcan-zada, desciende linearmente con la temperatura.

la velocidad ascensional y la perdida decarga para un lecho de calcita de 1 - 3 mm de diámetro de par- tículas.

Page 35: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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5.2.6 Dosifi cación fi nal de Na(OH) para conseguir un LSI positivo

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5.2.7 Confi guración de los lechos de calcita

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5.2.5. La calidad de la calcita

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partículas de 2-4 mm.

necesario

2 ± 0,5

Page 36: Guía para la remineralización (rev3) - Blog del Agua€¦ · =k W fWhW bW h[c_d[hWb_pWY_ d Z[ bWi W]kWi Z[iWbWZWi (° [Z_Y_ d (dZ [Z_j_ed=k_Z[b_d[ \eh j^[ h[c_d[hWb_iWj_ed e\ Z[iWb_dWj[Z

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5.2.8 Dosifi cación de CO2

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5.3 Remineralización con Ca(OH)2 + CO2

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Figura 5.13: Planta de lechos de calcita donde se ilustra de forma esquemática la recuperación de aguas turbias de los contralavados.

. El CO2 se inyecta en algunos casos antes de la lecha- da de cal y en el propio depósito de agua tratada. El tiempo de contacto en el depósito suele ser suficiente para garanti-zar una reacción completa aunque, a veces, surgen proble-mas de turbiedad.

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5.3.1 Calidad del Ca(OH)2

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Figura 5.17: Esquema de una instalación de preparación de lechada de cal.

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5.4 Conclusiones

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5.5 Referencias

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en tubería con flujo descendente.La velocidad del agua en la

a la salida del difusor. El tiempo de contacto entre el punto de inyección de la solución sobresaturada de CO2 y la entrada a los lechos de calcita se puede reducir has-ta unos 5 segundos, siempre que se respeten las condiciones de diseño apuntadas. En cualquier caso, no se recomienda nunca la dosificación del CO2 directamente en tubería hori-zontal.

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6.1 Introducción

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6.2 Material

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6.3 La toma de muestra

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6.4 Conservación de la muestra

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6.5 Etiquetado de la muestra

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6.6 Procedimiento de análisis en el laboratorio

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6. PROCEDIMIENTO PARA LA TOMA DE MUESTRAS, CONSERVACIÓN Y ANÁLISIS DE LAS AGUAS DESALADAS Y REMINERALIZADAS

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6.7 Recomendaciones a tener en cuenta%C%.4%86%36Q65%EF=7=R;?%5E5@;%Q4F677;8%SE6%9E63;5%T;Q6?%@45IF65=34%;KE;%K;8=!@;3;$%*8F4%68% =D94?F;5F6%94?SE6%86%T;%4Q86?>;34%SE6<%36%;7KE5;%U4?D;<%67%)(G%86%;Q84?Q6%65%7;8%9;?6368%36%7;%Q4F677;%V%;7F6?;%7;8%D63=3;8%36%9:$%C%M;8%Q4F677;8%36Q65%68F;?%;7K4%DA8%U?W;%SE6%7;%F6D96?;FE?;%;DQ=65F6%;5F68%36%86?%EF=7=R;3;8%9;?;%F4D;?%3;F48%!"#$!%&$

6.7 Referencias%"$% 1/X.+X'+%-*/:(+1%Y('%/:*%*ZX-,.X/,(.%

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7.1 Introducción

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7.2 Materiales y métodos

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7.3 Resultados de la validación de programas de simulación de mezclas

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7. SOBRE LAS MEZCLAS DE AGUAS REMINERALIZADAS CON AGUAS DESALADAS

Figura 7.2: Relación entre la alcalinidad medida y calcu-lada para las mezclas de agua de la MCT utilizando Water-Pro.

Figura 7.3: Relación entre el pH medido y calculado para las mezclas de agua de la MCT utilizando Water-Pro.

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7.5 Estudio de la mezcla de agua desalada y remineralizada

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En caso de querer aumentar el porcentaje de mezcla de agua no remineralizada es necesario aumentar la dosis de CO2 y por tanto el grado de remineralización. Esto implica también un mayor contenido de CO2 después de la mecla que debe eliminarse aireando o con la adición de Na(OH).

(NO ABIERTO A LA ATMÓSFERA).

Figura 7.6: Valor del LSI según el porcentaje de agua desalada añadida a un agua remineralizada con 60 mg CaCO3/L de alcalinidad.

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7.6 Estudio de la mezcla de agua desalada y agua continental

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7.7 Referencias

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(NO ABIERTO A LA ATMÓSFERA).

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