1.2 Capac. Reservorio Llanccaccahua R2.xls

8/15/2019 1.2 Capac. Reservorio Llanccaccahua R2.xls

1/17

0.72762812.8

22 l/s 79200 80.022 m³/s 79.2 8

Oferta de Agua: 6,000.00 m³/diaConsumo Anual x Ha: 9,000.00 m³/Ha

Has a egar: 243.33 Has 2190000!emanda de Agua

Mes Consumo Dias del V. Disponible Consumo Aport. Acum.% Mes m³ m³ m³

"nero 0# $1 186%000.00 0.00 186%000.00&e'rero 0# 28 168%000.00 0.00 $()%000.00*ar+o (# $1 186%000.00 109%(00.00 ()0%000.00 A'ril 10# $0 180%000.00 219%000.00 720%000.00*a,o 1(# $1 186%000.00 $28%(00.00 906%000.00-unio 20# $0 180%000.00 )$8%000.00 1%086%000.00

-ulio 2(# $1 186%000.00 ()7%(00.00 1%272%000.00 Agosto 2(# $1 186%000.00 ()7%(00.00 1%)(8%000.00etiem're 0# $0 180%000.00 0.00 1%6$8%000.00Otu're 0# $1 186%000.00 0.00 1%82)%000.00oiem're 0# $0 180%000.00 0.00 2%00)%000.00!iiem're 0# $1 186%000.00 0.00 2%190%000.00otal !00% 2,!90,000.00 """

*aximo uer3it Aumulado4*aximo !efiit Aumulado4

Valmacenamiento#


2/17

l/s/5

6$$6006$$.6

Deman. Acum. Di$erenciam³ m³

0.00 186%000.000.00 $()%000.00

109%(00.00 )$0%(00.00$28%(00.00 $91%(00.006(7%000.00 2)9%000.00

1%09(%000.00 9%000.00

1%6)2%(00.00 $70%(00.002%190%000.00 7$2%000.002%190%000.00 ((2%000.002%190%000.00 $66%000.002%190%000.00 186%000.002%190%000.00 0.00

)$0%(00.00 m³7$2%000.00 m³

!,!62,00.00 m³


3/17

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!. (studios -re5ios!.!. eolo7a 8 eot:cnia

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1

oas alareas% ,esos iesgo de undimiento arst Cam'io de emla+amiento

2 ur'as% ieno% residuos fangosos alida de gas !rena;e

$ Asientos difereniales

) uelos on materia organia alida de gas !rena;e , anali+ai


4/17

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2. D&'()* D( VA'*2.!. ocaliaci=n

Aesi'ilidad : Aerturar

"mla+amiento :oografDa :

2.2. Capacidad del embalse

Caudal de entrada Caudal de alidaE "ntrada 4 2.( l/s E alida 4 $.$ l/sE "ntrada 4 9 m³/5 E alida 4 11.88 m³/5

Falane de la 'alsa eserorio

Boras Consumo V. Disponible Consumo Aport. Acum. Deman. Acum. Di$erencia% m³ m³ m³ m³ m³

1 0.0# 9.00 0.00 9.00 0.00 9.00

2 0.0# 9.00 0.00 18.00 0.00 18.00$ 0.0# 9.00 0.00 27.00 0.00 27.00) 0.0# 9.00 0.00 $6.00 0.00 $6.00( 6.$# 9.00 11.88 )(.00 11.88 $$.126 6.$# 9.00 11.88 ().00 2$.76 $0.2)7 6.$# 9.00 11.88 6$.00 $(.6) 27.$68 6.$# 9.00 11.88 72.00 )7.(2 2).)89 6.$# 9.00 11.88 81.00 (9.)0 21.60

10 6.$# 9.00 11.88 90.00 71.28 18.7211 6.$# 9.00 11.88 99.00 8$.16 1(.8)12 6.$# 9.00 11.88 108.00 9(.0) 12.961$ 6.$# 9.00 11.88 117.00 106.92 10.081) 6.$# 9.00 11.88 126.00 118.80 7.201( 6.$# 9.00 11.88 1$(.00 1$0.68 ).$2

16 6.$# 9.00 11.88 1)).00 1)2.(6 1.))17 6.$# 9.00 11.88 1($.00 1().)) 1.))18 6.$# 9.00 11.88 162.00 166.$2 ).$219 6.$# 9.00 11.88 171.00 178.20 7.2020 6.$# 9.00 11.88 180.00 190.08 10.0821 0.0# 9.00 11.88 189.00 201.96 12.9622 0.0# 9.00 0.00 198.00 201.96 $.962$ 0.0# 9.00 0.00 207.00 201.96 (.0)2) 0.0# 9.00 0.00 216.00 201.96 1).0)

otal !00% 2!6.00 20!.96

*aximo uer3it Aumulado4 $6.00 m³*aximo !efiit Aumulado4 12.96 m³

4.96 m³

Construiue?o istema de iego or Asersi


5/17

D&'()* D( +A'A' &M-(M(A+&&/ADA' ('(V*&*1

-*(C* Construiue?o istema de iego or Asersi


6/17

6 de 17

D&'()* D( +A'A' &M-(M(A+&&/ADA' ('(V*&*1

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2. D&'()* D( VA'*

2.2. eometria ectanular 1%(00%000.00 10.$6

Dimensiones +ase @olumen Agua 1))%79$.22 )$)%$79.67!96.40 m 2(0.00

96.40 m 1(0.00Altura Bidraulica

54 3.00 maludes2.0!.00!.0

Dimensiones del reser5orio8.08

211.)0111.)0

0.00$.00

2!!.40!!!.40

('(V*&* C*; A;CAE( &;(M(D&*Dimensiones +ase

21).)0 m11).)0 mAltura Bidraulica

54 3.005total4 6.00

aludes2.(0

Dimensiones del reser5orio10.77

229.)0129.)0

!.00).007.00

234.40

!34.40 2)2.20Area 8 Volumen eser5orio

=" ="*.u t

Grea *o;ada14 20%780.00 Grea otal4 20%780.00 2( (19%(00.00 Grea *o;ada24 26%(90.00 Grea otal4 27%$18.00 2( 682%9(0.00

Area MoFada ot. 4,30.00 Area MoFada ot. 4,09.00 !,202,40.00

1%816%2)2.77

Volumen Aua!# 63,9.6 @olumen otal4 6$%(98.(6 $.( 222%(9).98Volumen Aua2# !,!94.66 @olumen otal4 111%770.80 $.( $91%197.79

Vol. Aua ot. !44,93.22 Vol. otal. !,369.36 6!3,92.Corona

!.20 m!.00 m0.0 m3.00 m0.2 m!. m.0 m

ong. Fase a4rans Fase b4

alud nterior /i4. "xt. Corte /ec4

. "xt. elleno /er 4

Aotema 4 ong. Hidr. A4

An5o Hidr. +4Forde i're bl4

Alt. eserorio B4on. u es. A!4 An. u es. +!4

ong. Fase a4rans Fase b4

alud nterior /i4

Aotema 4 ong. Hidr. A4

An5o Hidr. +4Forde i're bl4

Alt. eserorio B4 Alt. . otal Btot4on. u es. A!4

An. u es. +!4

Corona Ieomem'rana C4 Anla;e Corona Ieomem'. Ca4ardinel de =rotei


7/17

7 de 17

D&'()* D( +A'A' &M-(M(A+&&/ADA' ('(V*&*1

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'ardinel de -rotecci=n reser5orio7((.20 m

0.(0 m0.60 m

AnclaFesAnclaFe Corona

1.00 m1.00 m

AnclaFe &ntermedio

(0).20 m!.0 m0.0 m

'istema de DrenaFeDrenaFe de Auas 'olera

30.00 m63.00 mm

DrenaFe de ases2.00 m

2.00 ulg.DrenaFe de Auas Corona

679.20 m0.30 m0.30 m

0.0 m

((M(;*' G>;C&*;A('(ntrada de Aua

apida19.8( m

0.3 m0.3 m

ColcHon Mortiuador 4.0 m!.0 m!.00 m(.(0 m2.(0 m0.0 m0.71 m

Ali5iaderoVertedero

7.80 m2.00 m0.30 m

(ntrea a Canal e5acuacion Auas plu5iales

1).62 m2.00 m0.0 m0.30 m

Conducto20.00 mm

omas 8@o DesauesGondo

400.00 mm20.00 m

((M(;*' ACC('*&*'

Conducci=n

Canal (ntubado20.00 mm

ongitud ardinel 'lon4Fase ardinel 'bas4

Alto ardinel 'H4

An5o Aac4 Alto Anla;e Bac4

ongitud Anla;e ntermedio Aai4 An5o Aai4 Alto Anla;e Bai4

"sa. !ren Aguas olera (das4!iametro !ren Aguas olera Idas4

"sa. !ren Iases olera (das4!iametro !ren Iases olera Idas4

ong !ren Aguas Corona dac4Fase !ren Aguas Corona +dac4

Altura !ren Aguas Corona Bdac4

alud !ren Aguas Corona /dac4

ongitud aida rap4Fase aida +rap4

Altura aida Brap4

Fase ong +cal4Fase rans +cat4

alud cat4uerior ong 'cal4

uerior rans 'cat4 Altura Col5on Bca4 Arista ol5on Aca4

ongitud aida 5ert4Fase aida +5ert4

Altura aida B5ert4

ongitud aida 5ert4Fase *a,or Canal "ntr. +ma8or 4Fase *enor Canal "ntr. +menor 4

Altura aida B5ert4

!iametro Aliiadero Conduto Iali54

!iametro oma Itoma4!iametro !esague Idesa.4

!iametro Canal "ntu'ado Iccond.4


8/17

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D&'()* D( +A'A' &M-(M(A+&&/ADA' ('(V*&*1

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Via Acceso VeHicular Apertura de Camino de Acceso

00.00 m4.00 m

Apertura de Camino de Acceso &nterior eser5orio0.00 m

4.00 mCerco -erimetrico Malla metalica

Cerco -erimetrico

()1.80 m!.0 m

&nreso Acceso VeHicular 3.00 m2.0 m

-rotecci=n Mecanica de eomembranas!e auerdo a la ta'la

io de =roteiue no sea de fi'ras de oliesterentre la geomem'rana , el 5ormigon armado

eesidad de un geotextil de rotei


9/17

9 de 17

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Corona argo 2.00 2$).)0 7.80 $%6(6.6)

Corona An5o 2.00 126.60 7.80 1%97).96

02 (A-(; VA'*

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02.01.01 "NCA@ACO " *A"A B"O A *AEBA $12%0$0.60 m³

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10/17

10 de 17

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REVISADO:

04.02 *+A' D( C*;C(* A;CAE('0).02.01 COC"O &P 4 17( g/mM J $0# =* 226.(6 m$

ardinel de =roteiA06.0! M*V&M&(;* D( &(A' &;('* D( A>A06.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA 9.0) m³

"xaaiA 0.0006.02.01 COC"O &P 4 17( g/mM ).97 m$

Ca;a u'eria de Admisi


11/17

11 de 17

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REVISADO:

=aredes de ingreso al reserorio "xterior 2.00 0.$0 1.02 0.611.00 0.)$ 0.)$ 0.18

=aredes de ingreso al reserorio nterior 2.00 0.)( 0.87 0.78

1.00 0.)$ 0.)$ 0.18

Canal aida =aredes

=aredes laterales "xteriores 2.00 19.8( 0.)$ 17.07

=aredes laterales nteriores 2.00 19.8( 0.$( 1$.89

06.04 AC(* D( (G>(/* &;('* D( A>A

06.0).01 AC"O !" "&B"O )06.00 g

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06.0 (*(J&(' (*'&;(&C*' &;('* D( A>A06.0).01 B*O " AACK !" I"O"N !" =O"CCK 22.($ mM

aida 1.00 19.8( 0.)$ 8.($ngreso de Agua Col5on 1.00 A4 1).00 1).00

0 A&V&AD(* D( D(MA'&A'0.0! M*V&M&(;* D( &(A' A&V&AD(* D( D(MA'&A'

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an;as "struturas de oma , !esague 1.00 $7.80 (.$0 $.00 601.02

08.01.02 "&" L @"ACK !" &O!O A *AO 86.9) mM

"struturas de oma , !esague 1.00 $7.80 2.$0 86.9)

08.01.0$ CA*A !" A=OLO =/BF "410m 20.0$ m³

"struturas de oma , !esague 1.00 $7.80 (.$0 0.10 20.0$

0.02 '>M&;&'* ( &;'AAC&K; D( >+(&A D( *MA D('A>(08.02.01 B*O " AACK !" BF"A O*A L !"AIB" Q46$mm )0.$0 m

an;as "struturas de oma , !esague 1.00 )0.$0 )0.$0

09 V&A D( ACC('*' V(B&C>A

09.0! M*V&M&(;* D( &(A' ACC('*' V(B&C>A09.01.01 A="BA !" CA*O !" ACC"O ((0.00 m

"xaaiA09.0(.01 B*O " AACK !" I"O"N 2((.00 mM

ngreso @e5iular eserorio 1.00 (1.00 (.00 2((.00

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!0.0! M*V&M&(;* D( &(A' C(C* -(&M(&C*10.01.02 "NCA@ACO " OCA &-A ACA-" m³

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12/17

12 de 17

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REVISADO:

Cero erimRtrio 0.00 19(.0( 0.00

!0.02 *+A' D( C*;C(* C(C* -(&M(&C*10.02.01 COC"O &P 4 1)0 g/mM J $0# =I $90.10 m$

Cimiento orrido ero erimRtrio 2.00 ()1.80 0.60 0.60 $90.10

10.02.02 COC"O &P 4 17( g/mM ().18 m$

ardinel ero erimRtrio 1.00 ()1.80 0.2( 0.)0 ().18

!0.03 (;C*GAD* D('(;C*GAD*10.0$.01 "CO&A!O L !""CO&A!O O*A 216.72 m2

ardinel ero erimRtrio 1.00 ()1.80 0.)0 216.72

!0.04 MAA M(A&CA10.0).01 *AA *"ACA =O"COA S 10 x COCA!A !" 2 1/2T x 2 1/2T 1.00 ()1.80 ()1.80 ()1.80 m

10.0).02 ACC"O C"CO ="*"CO *AA *"ACA S 10 1.00 1.00 1.00 Bnd

!! -*(CC&K; D( A>D(' &;(;* (J(;*

!!.0! M*V&M&(;* D( &(A' -*(CC&K; D( A>D('11.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA 261.9( m³

"xaaiD('011.02.01 B*O " AACK !" I"O"N 21.81 mM

=roteiA' D( C*;* D( 'A&DA

!2.0! M*V&M&(;* D( &(A' CAEA D( VAV>A'12.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA 260.26 m³

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13/17

13 de 17

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0! A+AE*' -(&M&;A('01.02 AO L "=A"O ""@OO mM $7%1$).96 $7%1$).96

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02.0! M*V&M&(;* D( &(A' (A-(; VA'*

02.01.01 "NCA@ACO " *A"A B"O A *AEBA m³ $12%0$0.60 $12%0$0.60

02.01.02 "NCA@ACO " OCA &-A "A=" L @AO m³

02.01.0$ ""O CO*=ACA!O CO *A"A =O=O m³ 17%)07.$6 17%)07.$6

02.01.0) ""O CO*=ACA!O CO *A"A !" ="A*O m³ )%1(6.00 )%1(6.00

02.01.0( "&" L @"ACK !" &O!O A *AEBA mM 20%780.00 20%780.00

02.01.06 ="&A!O &A L =O"CCK !" COOA CO *A"A IABA mM 2%2$0.80 2%2$0.80

02.01.06 A=O" *A"A IABA m³ 1%828.6) 1%828.6)

02.01.07 A=O" *A"A IA" m³ 2%7)2.96 2%7)2.96

02.01.08 "*ACK !" *A"A "NC"!"" !rom4 $0m m³

02.02 (*(J&(' (*'&;(&C*' VA'*02.02.01 B*O " AACK !" I"O"N L I"O*"*FAA " ""@OO mM 2$%918.2) 2$%918.2)

03 A;CAE('03.0! M*V&M&(;* D( &(A' A;CAE('

0$.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 76(.81 76(.81

0$.01.02 "NCA@ACO " OCA &-A ACA-" m³ 0.00 0.00

0$.01.0$ ""O CO*=ACA!O CO *A"A !" ="A*O m³ 7)1.60 7)1.60

0$.01.0) "&" L @"ACK !" &O!O A *AO mM 7)1.60 7)1.60

03.02 *+A' D( C*;C(* A;CAE('

0$.02.01 COC"O &P 4 1)0 g/mM m$ $7.82 $7.82

03.03 AC(* D( (G>(/* A;CAE('

0$.0$.01 AC"O !" "&B"O g $%)12.00 $%)12.00

03.04 (*(J&(' (*'&;(&C*' A;CAE('

0$.0).01 B*O " AACK !" I"O"N " ACA-" "*"!O mM 7(6.$0 7(6.$004 'AD&;( D( -*(CC&K;

04.0! M*V&M&(;* D( &(A' 'AD&;( D( -*(CC&K;

0).01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 11$.28 11$.28

04.02 *+A' D( C*;C(* A;CAE('

0).02.01 COC"O &P 4 17( g/mM J $0# =* m$ 226.(6 226.(6

04.03 (;C*GAD* D('(;C*GAD*

0).0$.01 "CO&A!O L !""CO&A!O O*A m2 271.87 271.87

0 D(;AE('0.0! M*V&M&(;* D( &(A' D(;AE('

0(.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ $)(.)1 $)(.)10(.01.02 "&" L @"ACK !" &O!O A *AO mM 8)$.69 8)$.69

0(.01.0$ ""O CO *A"A &O m³ 1)8.9( 1)8.9(

0.02 *+A' D( C*;C(* D(;AE( 0.00 0.00

0(.02.01 COC"O &P 4 17( g/mM m$ $6.$7 $6.$7

0.03 >+(&A D( D(;AE( 0.00 0.000(.0$.01 BF"A !" !"A-" CFA!A m 1%716.)0 1%716.)0

06 &;('* D( A>A06.0! M*V&M&(;* D( &(A' &;('* D( A>A06.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 9.0) 9.0)

06.01.02 "&" L @"ACK !" &O!O A *AO mM 22.9$ 22.9$

06.02 *+A' D( C*;C(* &;('* D( A>A 0.00 0.00

06.02.01 COC"O &P 4 17( g/mM m$ ).97 ).97

06.03 (;C*GAD* D('(;C*GAD*06.0$.01 "CO&A!O L !""CO&A!O O*A m2 )2.)1 )2.)1

06.04 AC(* D( (G>(/* &;('* D( A>A06.0).01 AC"O !" "&B"O g )06.00 )06.00

0 A&V&AD(* D( D(MA'&A'0.0! M*V&M&(;* D( &(A' A&V&AD(* D( D(MA'&A'07.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ $$.$7 $$.$7

0.02 *+A' D( C*;C(* A&V&AD(*'07.02.01 COC"O &P 4 17( g/mM m$ $.79 $.79

0.04 '>M&;&'* ( &;'AAC&K; D( >+(&A D( A&V&AD(* 0.00 0.00

07.0).01 B*O " AACK !" BF"A A@A!"O Q46$mm m$ 2$.92 2$.92

0 ('>C>A' D( *MA D('A>(

0.0! M*V&M&(;* D( &(A' D( *MA D('A>(08.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 601.02 601.02

08.01.02 "&" L @"ACK !" &O!O A *AO mM 86.9) 86.9)

08.01.0$ CA*A !" A=OLO =/BF "410m m³ 20.0$ 20.0$

0.02 '>M&;&'* ( &;'AAC&K; D( >+(&A D( *MA D('A>(08.02.01 B*O " AACK !" BF"A O*A L !"AIB" Q46$mm m )0.$0 )0.$0

09 V&A D( ACC('*' V(B&C>A09.0! M*V&M&(;* D( &(A' ACC('*' V(B&C>A09.01.01 A="BA !" CA*O !" ACC"O m ((0.00 ((0.00

09.02 *+A' D( C*;C(* ACC('*' V(B&C>A09.02.01 COC"O &P 4 1)0 g/mM m$ 20.00 20.00

09.04 AC(* D( (G>(/* V&A' D( ACC(''*09.0).01 AC"O !" "&B"O g 9)7.00 9)7.00

09.0 (*(J&(' (*'&;(&C*' ACC('* V(B&C>A09.0(.01 B*O " AACK !" I"O"N mM 2((.00 2((.00

!0 C(C* -(&M(&C*!0.0! M*V&M&(;* D( &(A' C(C* -(&M(&C*10.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 19(.0( 19(.0(

10.01.02 "NCA@ACO " OCA &-A ACA-" m³

10.01.0$ "&" L @"ACK !" &O!O A *AO mM $2(.08 $2(.0810.01.0) "*ACK !" *A"A "NC"!"" !rom4 $0m m³

!0.02 *+A' D( C*;C(* C(C* -(&M(&C*10.02.01 COC"O &P 4 1)0 g/mM J $0# =I m$ $90.10 $90.10

10.02.02 COC"O &P 4 17( g/mM m$ ().18 ().18

REVISADO:


14/17

14 de 17

"B*" HO-A !" *"A!O ""@OO

-*(C*AACO !" "*A !" "IO "C&CA!O ACCACCAHBA OA% !O !" B*ACH% =O@CA !"

*+A COBCCK !" ""@OO 1 HECHO POR: "IF

G(CBA !C"*F" !" 2011

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REVISADO:

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11.01.01 "NCA@ACO " *A"A B"O CO "NCA@A!OA m³ 261.9( 261.9(!!.02 *+A' D( C*;C(* -*(CC&K; D( A>D('

11.02.01 COC"O &P 4 1)0 g/mM m$ 1.70 1.70

11.02.02 COC"O &P 4 17( g/mM m$ )).2$ )).2$!!.02 (*(J&(' (*'&;(&C*' -*(CC&K; D( A>D('

011.02.01 B*O " AACK !" I"O"N mM 21.81 21.81!2 VAV>A' D( C*;* D( 'A&DA

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1.2 Capac. Reservorio Llanccaccahua R2.xls

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Transcript of 1.2 Capac. Reservorio Llanccaccahua R2.xls