diseño sap profe1
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EMORIA DE CLCULO - DEMANDA DE AGU
PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDOPROVINCIA LEONCIO PRADODEPTO: HUANUCO
POBLACION ACTUAL: 108 Habitantes
PERIODO DE DISEO: 20 Aos
AO Pa (Hab) t (Aos) P Pf-Pa Pa t ! P"Pa t ! t
1972 47 -
1981 69 9 22 423 0.052 0.47
1993 91 12 22 828 0.027 0.32
2010 108 17 17 1547 0.011 0.19
Tota# 38 0.97
! $ 26 %o si se conoce datos de censos anteriores
! $ %o se asume si no se cuenta con datos anteriores
POBLACION %UTURA: 163 Habitantes
DOTACION: 120 l/hab/da
CONSU&O PRO&EDIO DIARIO ANUAL
' $ 0.23 l/s
VARIACIONES PERIODICAS: * $ 1.8
+ $ 2.5
CONSU&O &, I&O DIARIO:
' . $ 0.41 l/s
CONSU&O &, I&O HORARIO:
' / $ 0.57 l/s
CAUDAL ECOLOGICO:
' / $ 0.20 l/s
CAUDAL DE LA %UENTE:
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'f $ 2.00 l/s OK!
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las variaciones eriodicas son estanderes
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MEMORIA DE CLCUL
PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDO
ELE&ENTOS DIST AC ( ) DIST PA ( )
CAPTACION 999.00 0.00 0.00
sedimentasd 660.00 100.00 100.00
ltro lento 650.00 100.00 100.00
RESERVORIO 913.36 719.57 719.57
TRA&O CAUDAL (#"s)COTA DEL TERRENO
/f ( " )
CAPT. - TC1 32.75 0.41 999.00 995.36 3.64 0.11
TC1 - TC2 18.95 0.41 995.36 991.99 3.37 0.18
TC2 - TC3 15.74 0.41 991.99 987.54 4.45 0.28
TC3 - TC4 62.80 0.41 987.54 985.69 1.84 0.03
TC4 - TC5 19.67 0.41 985.69 971.89 13.81 0.70
TC5 - TC6 45.08 0.41 971.89 963.79 8.10 0.18
TC6 - TC7 71.96 0.41 963.79 955.63 8.16 0.11
TC7 - TC8 33.92 0.41 955.63 938.33 17.31 0.51
TC8 - TC9 43.74 0.41 938.33 925.85 12.47 0.29
TC9 - TC10 88.97 0.41 925.85 921.27 4.59 0.05
TC10 - TC11 78.36 0.41 921.27 922.39 1.12 0.01
TC11 - TC.12 34.26 0.41 922.39 908.94 13.45 0.39
TC12 - reservorio 173.37 0.41 908.94 913.36 4.42 0.03
!" #$ & '"("'A)* +0. 2 3/
COTA( s0 )
LONGITUD
( )
DESNIVE
L ( )INICIAL( s0 ) %INAL( s0 )
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- LINEA DE CONDUCCIN
PROVINCIA: ( "!'-" #)A&"DEPTO: H$A!$'"
' . $ 0.41 l/s
PVC $ 140 ormula de ha
COTA PIE1O&ETRICA
%INAL ( s0 )
0.68 1 1/2 0.36 0.02 0.655 0.66 999.00 998.35 2.99
0.62 1 1/2 0.36 0.00 0.09 0.75 998.35 998.25 6.27
0.66 1 1/2 0.36 0.00 0.08 0.82 998.25 998.18 10.64
1.04 1 1/2 0.36 0.00 0.30 1.13 998.18 997.87 12.18
0.55 1 1/2 0.36 0.00 0.10 1.22 997.87 997.78 25.89
0.72 1 1/2 0.36 0.00 0.22 1.44 997.78 997.56 33.77
0.79 1 1/2 0.36 0.00 0.35 1.79 997.56 997.21 41.58
0.59 1 1/2 0.36 0.00 0.16 1.95 997.21 997.05 58.72
0.66 1 1/2 0.36 0.00 0.21 2.16 997.05 996.84 70.98
0.93 1 1/2 0.36 0.00 0.43 2.60 996.84 996.40 75.14
1.20 1 1/2 0.36 0.00 0.38 2.97 996.40 996.03 73.64
0.62 1 1/2 0.36 0.00 0.17 3.14 996.03 995.86 86.92
1.07 1 1/2 0.36 0.00 0.84 0.84 995.86 995.02 81.66
, )-A* & 2 A 3/ ($ " A 2 1/2
DIA& CA
LC (2#3)
DIA& CO
& (2#3)
VELOC
( "s)
/f*
( " )
Hf*4Hf+
( " )
Hf*4Hf+
( " )
PRESI5N
( )INICIAL( s0 )
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ssen 4 illiams 7'h
si e iste tratamiento se uede insertar 9alvani:ada en tuberias aerea 100
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MEMORIA DE
PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDO
TRA&ON6 HABITANTES POR TRA&O
LOTE (70.)
RES. - 1 0 0 0 0.00 895.08
1-2 0 0 0 0.00 877.50
2-3 0 0 0 0.00 869.57
3 - B 0 0 0 0.00 871.56
B-C 5 14 20 0.07 869.69
B-D 4 11 16 0.06 868.57D-F 10 27 41 0.14 863.98
D-E 3 8 12 0.04 868.47
D-G 4 11 16 0.06 868.91
G-H 5 14 20 0.07 866.86
G-J 1 3 4 0.01 865.01
G-I 0 0 0 0.00 866.40
J-K 4 11 16 0.06 864.00
J-L 1 3 4 0.01 865.06
L-M 3 8 12 0.04 864.97
TOTAL 40 108 163 0.57
TRA&OGASTO COTA DEL TERRENO
TRA&O (#"s) DISEO (#"s) %INAL ( s0 )
RES. - 1 0.00 0.57 34.87 913.36 895.08
1-2 0.00 0.57 58.48 895.08 877.50
2-3 0.00 0.57 88.93 877.50 869.57
3 - B 0.00 0.57 98.16 869.57 871.56
B-C 0.07 0.07 6.45 871.56 869.69
B-D 0.06 0.45 51.93 871.56 868.57
D-F 0.14 0.14 38.54 868.57 863.98
D-E 0.04 0.04 52.69 868.57 868.47
D-G 0.06 0.21 27.20 868.57 868.91
G-H 0.07 0.07 41.89 868.91 866.86
G-J 0.01 0.08 52.90 868.91 865.01
G-I 0.00 0.01 23.38 868.91 866.40
J-K 0.01 0.01 17.78 865.01 864.00
J-L 0.01 0.06 29.43 865.01 865.06
L-M 0.04 0.04 45.43 865.01 864.97
GASTO POR TRA&O(#"s"/ab)
COTA %INAL( s0 )POB ACT
(/ab)POB %UT
(/ab)
LONGITUD( ) INICIAL
( s0 )
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LCULO - LINEA DE ADUC. Y DISTRIB.
PROVINCIA: LEONCIO PRADODEPTO: HUANUCO
! $ 26
. $ 3
' / $ 0.5;
'7 $ 0.003
PVC $ 140
DESNIVEL ( ) DIA& CO& (2#3) VELOC ( "s)PERD DE CARGA COTA PIE
UNIT (8o) TRA&O ( )
18.29 0.32 1 1.12 64.68 2.26 913.36
17.57 0.33 1 1.12 64.68 3.78 911.11
7.93 0.38 1 1.12 64.68 5.75 907.33
1.99 0.50 1 1.12 64.68 6.35 901.57
1.87 0.24 3/4 0.25 5.60 0.04 895.22
2.99 0.43 3/4 1.59 173.29 9.00 895.22
4.59 0.26 3/4 0.50 20.18 0.78 886.22
0.10 0.35 3/4 0.15 2.18 0.11 893.00
0.34 0.50 3/4 0.75 42.59 1.16 893.00
2.05 0.23 3/4 0.25 5.60 0.23 891.84
3.90 0.22 3/4 0.30 7.78 0.41 891.84
2.51 0.12 3/4 0.05 0.27 0.01 891.84
1.01 0.15 3/4 0.05 0.27 0.00 891.43
0.05 0.45 3/4 0.20 3.70 0.11 891.43
0.04 0.42 3/4 0.15 2.18 0.10 891.32
DIA& CALC(2#3) INICIAL
( s0 )
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%o
hab/lote
l/s
l/s
O&ETRICAPRESI5N ( )
%INAL ( s0 )
911.11 16.03
907.33 29.83
901.57 32.00
895.22 23.66
895.22 25.53
886.22 17.65
885.44 21.46
892.89 24.42
891.84 22.93
891.61 24.75
891.43 26.42
891.83 25.43
891.43 27.43
891.32 26.26
891.22 26.25
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MEMORIA DE CLCULO - RESERVORIO
PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDOPROVINCIA LEONCIO PRADODEPTO: HUANUCO
' $ 0.23 l/s
POBLACION %UTURA: 163 Habitantes
DOTACION: 120 l/hab/da
VOLU&EN REGULACION: 00. 8 litros
VOLU&EN INCENDIO: 0.00 litros
VOLU&EN RESERVA: 80.10 litros
161;.16 litros
2 50.2 litros
VOLU&EN RESERVA: 1682.50 litros
VOLU&EN AL&AC: 6582. 8 litros
6.58
ANCHO 1.50 mLARGO 1.50 mBORDE 0.30 mALT AGUA 2. 3 mALT TOTAL 3.23 m
VOLU&EN RESERVORIO: ;.26
m 3
m 3
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' 0.23 l/s LONG RED 3 2.56
C 0.80 BU1ONES 6.00
' 0.18 l/s '9 0.11
+ 2.50 ' 0.00
' / 0.5 l/s '. 0.;5
TRA&ON6 HABITANTES POR TRA&O
LOTE (70.)
BZ 1 - BZ 2 8 32 48 0.24 736.79
BZ 2 - BZ3 0 0 0 0.00 737.25
BZ 3 - BZ4 10 40 60 0.30 734.80
BZ 4 - BZ5 0 0 0 0.00 731.18
BZ 5 - BZ6 7 28 42 0.21 737.57
TOTAL 25 100 151 0.75
TRA&O CAUDAL (#"s)COTA DEL TERRENO ALTURA D
%INAL ( s0 )
BZ 1 - BZ 2 67.91 0.24 734.73 724.05 1.20
BZ 2 - BZ3 93.96 0.24 724.05 712.95 1.20
BZ 3 - BZ4 53.56 0.54 712.95 709.47 1.20
BZ 4 - BZ5 43.30 0.54 709.47 705.29 1.20
BZ 5 - BZ6 83.83 0.75 705.29 700.05 1.20
GASTO POR TRA&O(#"s"/ab)
COTA %INAL( s0 )POB ACT
(/ab)POB %UT
(/ab)
LONGITUD( ) INICIAL
( s0 )INICIAL
( s0 )
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m '; 0.06 l/s
und ! $ 26 %o
l/s . $ hab/lote
l/s '7 $ 0.005 l/s
l/s 0 0.01
E BU1ON COTA DE %ONDOVELOC ( "s)
%INAL ( s0 ) %INAL ( s0 )
1.20 733.53 722.85 0.16 0.70 4.00 3.89
1.20 722.85 711.75 0.12 0.74 4.00 3.37
1.20 711.75 708.27 0.07 1.12 4.00 2.50
1.20 708.27 704.09 0.10 1.04 4.00 3.04
1.20 704.09 698.85 0.06 1.27 4.00 2.45
2;0.9;0t;( " )
DIA& CALC(2#3)
DIA& CO&(2#3)INICIAL
( s0 )
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