BALANCE HIDRICO 24-05-16.xlsx

7/25/2019 BALANCE HIDRICO 24-05-16.xlsx

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BALANCE HIDRICO DE(PERSIST

OBRA CONSTRUCCION DE LA PRESA HUARANCAYOC

ENTIDAD UNASAM

FECHA MAYO DEL 2016

1. DATOS HIDROLOGICOS:

TRIMESTREAPORTE

DEDUCCIONES

EVAPORACION

m3 mm m3

SEP-NOV 198320 210 29782.68

DIC-FEB 380403 190 28864.99

MAR-MAY 286430 170 2866.62

!UN-A"O 18820 190 33932.3

SUMA # 103673 760 121236.64

* NIVEL DE ALMACE

* NIVEL DE ALMACE

* NIVEL DE ALMACE

. DATOS TOPOGRAFICOS

AREA $%2&VOLUMEN $%3&

PARCIAL ACUMULADO

4469 141822.28

4470 10780.42 146301.4108 146301.4108

4471 18717.46 14749.001 30100.4124

4472 166088.12 162402.7892 46343.2016

4473 17326.28 169807.2002 633260.4018

4474 179631.86 17679.0708 809839.4726

447 1871.2 182601.63 992441.02894476 190206.36 187888.8066 1180329.836

4477 19488.32 192847.3409 1373177.176

4478 20008.98 197998.613 17117.8278

4479 207411.79 203960.3837 177513!.115

3. CALCULOS HIDRAULICOS

COTA$%.'.(.%&


2/48

3.1. S"#$ "& 'M& *+ *+,-"/,0 " *"2"0 ,4+

..(;)

D)(*+,

H A/ %% *+ *'+5) $%&

H D'/( +/ +(/+ ++)(+' *+

H* C: ;* ')+ +' (':(@(/+ = + *'+5).

H+ # H $NAM&

. C&&, " & +# 6+&6 0,4+" "& "+/""+, 'H':

D)(*+,

# 10.0 %3'+: $C* *+ *+'

# 2.20

L # 20.00 % $A'%*) =)

R"""m*&H

NAME = 4?474.21 %.'.(.%

4. C&&, " H:

; H = NANE 8 NAM

H =?.@ m

. C&&, " H,:

HL

LODV HHHHH +++=

=

2/3.. HLCQ =


3/48

D)(*+,

F # 329.23 %

F # 0.329 % ("/)

V # 0.00 %; $V+)** *+

H, =.1 m

HL =.3 m $A'%*)&

F(%+(/+ ++%=(*) +( +)( $&? +'/,

H =5.!1 m

* C&&, "& 4,+" &64+":

.? m

ELEVACION DE LA CORONA

E+)( NANE # 4473.82 %.'.(.%

0.38 %

0.40 %

&"6, " & ,+, = ??7?.!1 m.0..m

3.. S"#$: 'P+"6m"06,m6"/, - "0/6m6, " ,0

D/)',

. C&&, " 'HL':

BL= H, > HL (&/+ " ,&0 > 0"#+6)

BL =

E&"6, " & ,+, = ,/ NANE > H > BL

H*#

BL #

.$&

O ....

BL HL BLA= +


4/48

V # 0.00 %;

F # 0.329 %

R++%=(*) )+',

.1 m

4. C&&, " BLA:

BLA =.1! m

R++%=(*) +( +)( $&? +'/,

.! m


E+)( NAME # 4474.21 %.'.(.%

0.26 %

&"6, " & ,+, = ??7?.?7 m.0..m

RESUMEN:

V # 0.00 %; F # 0.329 %

NAM # 4469.00 %.'.(.%

NANE # 4473.82 %.'.(.%

NAME # 4474.21 %.'.(.%

. C&&, " HL:

HL=

BL=

E&"6, " & ,+, = ,/ NAME > BL

BL #

(0.005 0.068)HL V F=

1.5BLA HL=


5/48

COTA CORON 4474.61 %.'.(.%

BORDE LIBRE 0.40 %

E+)( NAME 4474.2

B)*+ L+= ZW


6/48

C. S"#$ G. P,0/8P. L":

D)(*+,

B # A(;) *+

H # A/ *+

B #6.17 %

FINALMENTE TOMAMOS ANCHO DE LA CORONA:

A, " ,+, =3. m

RESUMEN:

Elevacion de la corona = 4474.47 m.s.n.m

Altura de la presa = 14.00 m

Ancho de la corona = 3.90 m

Nivel de terreno mas bajo = 441.11 m.s.n.m

Nivel de cimentacion = 44!9.11 m.s.n.m

HB .65.1=


7/48

LA PRESA HUARANCAYOCENCIA AL 75%)

HECHO ESTUDIANTES

REVISADO IN". URTECHO

CUADRO 1 DE 3

AREA VOLUMEN COTA

EUER. DE RIEG INICIO FIN INICIO FIN INICIO FIN

m3 m m m3 m3 m.0..m m.0..m

141822.28 11921 0 16837.32 4469.00 4470.14

11921.00 16868.37 16837.32 2007.33 4470.14 4472.33

16868.37 17891.31 2007.33 777848.71 4472.33 4473.82

932436.39630944 17891.31 141822.28 777848.71 0 4473.82 4469.00

932436.39630944

AMIENTO MINIMO (NAM) 4?469.00 %.'.(.%.

AMIENTO DE NORMAL ELEVACION (NANE) 4?473.82 %.'.(.%.

AMIENTO DE MAXIMA ELEVACION (NAME) = NANE + Hd = 4?474.21 %.'.(.%.


8/48

0 6+&60 *+ +6"#, - 4+""+,'. U6"+06 " C*6#,8M"96,

'++)( *+ )(/) + )(*) *+ + *+ )) $%&

) = =+>+5' =+'' *+ / +>+(/+ '+ *+ 0.0%?

:&

H =.3@ m

)(*)( /)=):@&

RESULTA


9/48

(/)&

,0 " ,4+0 " *+"00 6"& *+"&6m6+' CIDIAT


10/48


11/48

4474.47 %.'.(.%

0.26 %

%.'.(.%

6 %

%.'.(.%

%.'.(.%

36 %

"/,0 " *"2"0 ,4+0 6+&60 *+ +6"#, - 4+""+,

+'/ $=+'&

+' $=+'&

4.93 =+'

3.90 %

3. m

)

M+)

S"#$: 'P+"6m"06,m6"/, -"0/6m6, " ,0/,0 " ,4+0 " *+"00

6"& *+"&6m6+' CIDIAT


12/48

))( $%&

+' $%& # 14.00 %


13/48


14/48


15/48


16/48


17/48


18/48


19/48

BALANCE HIDRICO(PER


ENTIDAD UNASAM

FECHA MAYO DEL 2016


TRIMESTREAPORTE

DEDUCCIONE

EVAPORACION

m3 mm m3

SEP-NOV 198320 210 27901.44

DIC-FEB 380403 190 28883.32

MAR-MAY 286430 170 28670.0

!UN-A"O 18820 190 33932.03

SUMA # 103673 760 119387.29

* NIVEL DE ALMACE

* NIVEL DE ALMACE

* NIVEL DE ALMACE



PARCIAL ACUMULADO

4469 141822.28

4470 10780.42 146301.4108 146301.4108

4471 18717.461 14749.001 30100.4124

4472 166088.117 162402.7892 46343.2016

4473 17326.283 169807.2002 633260.4018

4474 179631.88 17679.0708 809839.4726

447 1871.24 182601.63 992441.02894476 190206.39 187888.8066 1180329.836

4477 19488.323 192847.3409 1373177.176

4478 20008.98 197998.613 17117.8278

4479 207411.788 203960.3837 177513!.115


COTA$%.'.(.%&


20/48

3.1. S"#$ "& 'M& *+ *+,-"/,0 " *"2"0 ,4

..(;)

D)(*+,

H # A/ %% *+ *'+5) $%&

H # D'/( +/ +(/+ ++)(+' *+

H* # C: ;* ')+ +' (':(@(/+ = + *'+5).

H+ # H $NAM&

. C&&, " & +# 6+&6 0,4+" "& "+/""+, 'H':

D)(*+,

# 10.0 %3'+: $C* *+ *+'

# 2.20 L # 20.00 % $A'%*) =)

R"""m*&H

NAME = 4?474.21 %.'.(.%

4. C&&, " H:

; H = NANE 8 NAM

H =5.@3 m

. C&&, " H,:

HL #

LODV HHHHH +++=

2/3.. HLCQ =


21/48

D)(*+,

F # 329.23 %

F # 0.329 % ("/) V # 0.00 %; $V+)** *+

H, =.1 m

HL =.3 m $A'%*)&

F(%+(/+ ++%=(*) +( +)( $&? +'/,

H =!.! m

* C&&, "& 4,+" &64+":

.? m


E+)( NANE # 4473.83 %.'.(.%

0.38 %

0.40 %

E&"6, " & ,+, = ??7?.! m.0..m

3.. S"#$: 'P+"6m"06,m6"/, - "0/6m6, " ,

. C&&, " 'HL':

BL= H, > HL (&/+ " ,&0 > 0"#+6)

BL =

E&"6, " & ,+, = ,/ NANE > H > BL

H*#

BL #

.$&

FVHO

).068.0.005.0( =

BL HL BLA= +


22/48

D/)',

V # 0.00 %;

F # 0.329 %

R++%=(*) )+',

.1 m

4. C&&, " BLA:

BLA =.1! m

R++%=(*) +( +)( $&? +'/,

.! m


E+)( NAME # 4474.21 %.'.(.%

0.26 %

E&"6, " & ,+, = ??7?.?@ m.0..m

RESUMEN:

V # 0.00 %;

F # 0.329 %

NAM # 4468.00 %.'.(.%

NANE # 4473.83 %.'.(.%

NAME # 4474.21 %.'.(.%

. C&&, " HL:

HL=

BL=

E&"6, " & ,+, = ,/ NAME > BL

BL #

( 0.00 5 0 .06 8)HL V F=

1.5BLA HL=


23/48

COTA CORON 4474.62 %.'.(.%

BORDE LIBRE 0.40 %

E+)( NAME 4474

B)*+ L+=ZW


24/48

C. S"#$ G. P,0/8P. L":

D)(*+,

B # A(;) *+

H # A/ *+

B #6.17 %


A, " ,+, =3. m

RESUMEN:

Elevacion de la corona = 4474.4" m.s.n.m

Altura de la presa =14.00 m




HB .65.1=


25/48

DE LA PRESA HUARANCAYOCSISTENCIA AL 75%)

HECHO ESTUDIANTES


CUADRO 2 DE 3

AREA VOLUMEN CO

REUER. DE RIEGO INICIO FIN INICIO FIN INICIO

m3 m m m3 m3 m.0..m

132864.02 12017.489 0 170418.6 4468.00

12017.49 168649.972 170418.6 21938.234 4470.16

168649.97 17889.647 21938.23 779697.739 4472.34

93428.7070893 17889.6 132864.02 779697.74 0 4473.83

93428.7070893

AMIENTO MINIMO (NAM) 4?468.00 %.'.(.%.

AMIENTO DE NORMAL ELEVACION (NANE) 4?473.83 %.'.(.%.

AMIENTO DE MAXIMA ELEVACION (NAME) = NANE + Hd = 4?474.21 %.'.(.%.

E9/+*,&, +"0:

4468 132864.02

4469 141822.2797

4470 10780.42


26/48

0 6+&60 *+ +6"#, - 4+""+,'. U6"+06 " C*6#,8M"96,

'++)( *+ )(/) + )(*) *+ + *+ )) $%&

*) = =+>+5' =+'' *+ / +>+(/+ '+ *+ 0.0%?

:&

H =.3@ m)(*)( /)=):@&

RESULTA


27/48

(/)&

/,0 " ,4+0 " *+"00 6"& *+"&6m6+' CIDIAT


28/48


29/48

4474.48 %.'.(.%

0.26 %

.21 %.'.(.%

0.26 %

.48 %.'.(.%

.11 %.'.(.%

3.37 %

-"/,0 " *"2"0 ,4+0 6+&60 *+ +6"#, - 4+""+,

+'/ $=+'&

+' $=+'&

4.93 =+'

3.90 %

3. m

)

-M+)

S"#$: 'P+"6m"06,m6"/, - "0/6m6, ",0/,0 " ,4+0 " *+"00 6"& *+"&6m6+'

CIDIAT


30/48

))( $%&

+' $%& # 14.00 %


31/48

TA

FIN

m.0..m

4470.16

4472.34

4473.83

4468.00


32/48


33/48


34/48


35/48


36/48


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BALANCE HIDRICO DE L(PERSISTEN


ENTIDAD UNASAM

FECHA MAYO DEL 2016


TRIMESTREAPORTE

DEDUCCIONES

EVAPORACION

m3 mm m3

SEP-NOV 198320 210 31663.91

DIC-FEB 380403 190 28846.66

MAR-MAY 286430 170 28642.7

!UN-A"O 18820 190 33907.74

SUMA # 103673 760 123061.06

* NIVEL DE ALMACENAMIE





PARCIAL ACUMULADO

4469 141822.2797

4470 10780.42 146301.4108 146301.4108

4471 18717.4611 14749.001 30100.4124

4472 166088.1173 162402.7892 46343.2016

4473 17326.2832 169807.2002 633260.4018

4474 179631.884 17679.0708 809839.4726

447 1871.242 182601.63 992441.02894476 190206.391 187888.8066 1180329.836

4477 19488.3227 192847.3409 1373177.176

4478 20008.9799 197998.613 17117.8278

4479 207411.787 203960.3837 177513!.115


COTA$%.'.(.%&


38/48

3.1. S"#$ "& 'M& *+ *+,-"/,0 " *"2"0 ,4+0 6+

..(;)

D)(*+,

H # A/ %% *+ *'+5) $%&

H # D'/( +/ +(/+ ++)(+' *+ '++)

H* # C: ;* ')+ +' (':(@(/+ = + *'+5).

H+ # H $NAM&

. C&&, " & +# 6+&6 0,4+" "& "+/""+, 'H':

D)(*+,

# 10.0 %3'+: $C* *+ *+':&

# 2.20 L # 20.00 % $A'%*) =) )(*

R"""m*&H

NAME = 4?474.19 %.'.(.%

4. C&&, " H:

; H = NANE 8 NAM

H =3.@1 m

. C&&, " H,:

HL #

LODV HHHHH +++=

2/3.. HLCQ =


39/48

D)(*+,

F # 329.23 %

F # 0.329 % ("/) V # 0.00 %; $V+)** *+ +(/)&

H, =.1 m

HL =.3 m $A'%*)&

F(%+(/+ ++%=(*) +( +)( $&? +'/,

H =?.! m

* C&&, "& 4,+" &64+":

.? m


E+)( NANE # 4473.81 %.'.(.%

0.38 %

0.40 %

E&"6, " & ,+, = ??7?.! m.0..m

3.. S"#$: 'P+"6m"06,m6"/, - "0/6m6, " ,0/,0 " ,

. C&&, " 'HL':

BL= H, > HL (&/+ " ,&0 > 0"#+6)

BL =

E&"6, " & ,+, = ,/ NANE > H > BL

H*#

BL #

.$&

FVHO

).068.0.005.0( =

BL HL BLA= +


40/48

D/)',

V # 0.00 %;

F # 0.329 %

R++%=(*) )+',

.1 m

4. C&&, " BLA:

BLA =.1! m

R++%=(*) +( +)( $&? +'/,

.! m


E+)( NAME # 4474.19 %.'.(.%

0.26 %

E&"6, " & ,+, = ??7?.?5 m.0..m

RESUMEN:

V # 0.00 %;

F # 0.329 %

NAM # 4470.00 %.'.(.%

NANE # 4473.81 %.'.(.%

NAME # 4474.19 %.'.(.%

. C&&, " HL:

HL=

BL=

E&"6, " & ,+, = ,/ NAME > BL

BL #

( 0.00 5 0.0 68)HL V F=

1.5BLA HL=


41/48

COTA CORON 4474.60 %.'.(.%

BORDE LIBRE 0.40 %

E+)( NAME 4474.19

B)*+ L+=ZW


42/48

C. S"#$ G. P,0/8P. L":

D)(*+,

B # A(;) *+ ))(

H # A/ *+ =+'

B #6.17 %


A, " ,+, =3. m

RESUMEN:

Elevacion de la corona = 4474.4! m.s.n.m

Altura de la presa = 14.00 m




HB .65.1=


43/48

PRESA HUARANCAYOCIA AL 75%)

HECHO ESTUDIANTES


CUADRO 3 DE 3

AREA VOLUMEN COTA

REUER. DE RIEGO INICIO FIN INICIO FIN INICIO FIN

m3 m m m3 m3 m.0..m m.0..m

10780.42 11824.1 0 16666.09 4470.00 4470.13

11824.12622 168486.77 16666.09 18212.43 4470.13 4472.32

168486.7683333 178461.78 18212.43 77999.68 4472.32 4473.81

930611.94002267 178461.7796979 10780.4 77999.68 0 4473.81 4470.00

930611.94002267

TO MINIMO (NAM) 4?470.00 %.'.(.%.

TO DE NORMAL ELEVACION (NANE) 4?473.81 %.'.(.%.

TO DE MAXIMA ELEVACION (NAME) = NANE + Hd = 4?474.19 %.'.(.%.


44/48

&60 *+ +6"#, - 4+""+,'. U6"+06 " C*6#,8M"96,

( *+ )(/) + )(*) *+ + *+ )) $%&

>+5' =+'' *+ / +>+(/+ '+ *+ 0.0%?

H =.3@ m)( /)=):@&

RESULTA


45/48

+0 " *+"00 6"& *+"&6m6+' CIDIAT


46/48


47/48

4474.4 %.'.(.%

0.26 %

.'.(.%

%

.'.(.%

.'.(.%

%

*"2"0 ,4+0 6+&60 *+ +6"#, - 4+""+,

$=+'&

=+'&

4.93 =+'

3.90 %

3. m

S"#$: 'P+"6m"06,m6"/, -"0/6m6, " ,0/,0 " ,4+0 " *+"00

6"& *+"&6m6+' CIDIAT


48/48

$%&

%& # 14.00 %

BALANCE HIDRICO 24-05-16.xlsx

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