hidraulica

HOJA DE CALCULO DE LA LINEA DE CONDUCCION

Departamento: LA LIBERTAD Provincia: SANCHEZ CARRION

Distrito PUENTE PIEDRA Localidad: CASUMACAHecho por: ING. JOSE LUIS RIOS VARGAS Revisado: ING. JOSE LUIS RIOS VARGAS

VERIFICADOR DE SISTEMAS ABIERTOS DE AGUA POTABLESegn datos proporcionados por la Municipalidad Provincial de Sanchez Carrion

CANT. LOTES 130.00 Lotes CASUMACA130.00 TOTAL DE LOTES

DENS. POB. 5.00 Hab/Lote

A.- POBLACION ACTUALPOBLACION TOTAL 650

B.- TASA DE CRECIMIENTO (%) 0.84 C.- PERIODO DE DISEO (AOS) 20 D.- POBLACION FUTURA 768

POBLACION TOTAL 768

E.- DOTACION (LT/HAB/DIA) 50

F.- CONSUMO PROMEDIO ANUAL (LT/SEG) Q = Pob.* Dot./86,400 0.44 0.44

G.- CONSUMO MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Q 0.58 0.58

H.- CAUDAL DE LA FUENTE (LT/SEG) 0.70

Proyecto: INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTAD

Pf = Po * ( 1+ r )t



I.- VOLUMEN DEL RESERVORIO (M3)V = 0.30 * Q*86400/1000 11.53

11.53

Volumen a Utilizar= 15.00


J.- CONSUMO MAXIMO HORARIO (LT/SEG) Qmh = 2.0 * Q 0.89 0.89

K.- DISEO DE LINEA DE CONDUCCION



COTA DEL TERRENO

CAP_CRP6-01 10.0 746.17 560.00 0.58 3250.23 3209.67 40.56 0.00 40.56CRP6-01_ CRP6-02 10.0 477.76 920.00 0.58 3209.67 3181.29 28.38 0.00 28.38CRP6-02_ Inicio PA 01 10.0 633.56 1160.00 0.58 3181.29 3122.90 58.39 0.00 58.39Inicio PA 01_ Fin PA 01(VP 01) 10.0 100.00 1260.00 0.58 3181.29 3120.27 61.02 0.00 61.02Fin PA 01_ V.Aire 01 10.0 1174.12 2340.00 0.58 3120.27 3160.14 -39.87 0.00 -39.87V.Aire 01_ V.Purga 02 10.0 161.15 2500.00 0.58 3160.14 3158.54 1.60 0.00 1.60V.Purga 02_ CRP6 03 10.0 120.83 2600.00 0.58 3158.54 3165.07 -6.53 0.00 -6.53CRP6 03_ V.Purga 03 10.0 804.93 3140.00 0.58 3165.07 3108.07 57.00 0.00 57.00V.Purga 03_ V.Aire 02 10.0 212.40 3340.00 0.58 3108.07 3113.59 -5.52 0.00 -5.52V.Aire 02_ V.Purga 04 10.0 212.05 3520.00 0.58 3113.59 3102.85 10.74 0.00 10.74V.Purga 04_ V.Aire 03 10.0 1019.84 4420.00 0.58 3102.85 3142.76 -39.91 0.00 -39.91V.Aire 03_ Reservorio 10.0 104.33 4522.22 0.58 3142.76 3140.56 2.20 0.00 2.20

5767.14

LONGITUD TOTAL DE LINEA DE CONDUCCION = 5,767.14 mTUBERIA 2" C-10 5,767.14 m

Nota: Se han considerado distancias inclinadas para realizar los metrados correspondientes.

TRAMO (*)

CLASE DE TUBERIACLASE

Longitud Parcial

Inclinada

(m)

Progresiva(m)

Caudal (Qmd)

(l/s)

Desnivel de Terreno

(m)

Presin residual deseada

(m)Desnivel

(m)Inicial

m.s.n.m.Final

m.s.n.m


Datos de Campo

tiempo en seg 4.58 32.08 h 15.00 cmR 10.00 cmr 6.25 cmV= 3166.14 cm3V en lt= 3.17 V en lt/seg= 0.7

hab. CASUMACA

hab.hab. CASUMACA

TOTALCASUMACA

OK. TOTALCASUMACA

SEGN AFORO

INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTAD



M3 TOTALM3 CASUMACA

M3 CASUMACA

M3 TOTAL

TOTALCASUMACA


INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTADCOTA DE PIEZOMETRICA

0.0544 1.1 2.00 0.29 0.0023 1.71 3250.23 3248.52 38.80.0594 1.0 2.00 0.29 0.0023 1.10 3209.67 3208.57 27.30.0922 1.0 2.00 0.29 0.0023 1.46 3181.29 3179.83 56.90.6102 0.6 2.00 0.29 0.0023 0.23 3179.83 3179.60 59.3-0.0340 1.2 2.00 0.29 0.0023 2.70 3179.60 3176.91 16.80.0099 1.5 2.00 0.29 0.0023 0.37 3176.91 3176.54 18.0-0.0540 1.1 2.00 0.29 0.0023 0.28 3176.54 3176.26 11.20.0708 1.0 2.00 0.29 0.0023 1.85 3165.07 3163.22 55.2-0.0260 1.2 2.00 0.29 0.0023 0.49 3163.22 3162.73 49.10.0506 1.1 2.00 0.29 0.0023 0.49 3162.73 3162.24 59.4-0.0391 1.1 2.00 0.29 0.0023 2.34 3162.24 3159.90 17.10.0211 1.3 2.00 0.29 0.0023 0.24 3159.90 3159.66 19.1

PendienteDiametros

considerados (D)

(Pulg)

Diametros seleccionado

(D)(Pulg)

Velocidad V m/s

Perdida de carga unitaria hf m/m

Perdida de carga tramo

Hf (m)Presin Final

(m) Inicial(msnm)

Final(msnm)

HOJA DE CALCULO DE LA RED DE DISTRIBUCION

Departamento: LA LIBERTAD Provincia: SANCHEZ CARRION

Distrito PUENTE PIEDRA Localidad: CASUMACAHecho por: ING. JOSE LUIS RIOS VARGAS Revisado: ING. JOSE LUIS RIOS VARGAS

VERIFICADOR DE SISTEMAS ABIERTOS DE AGUA POTABLESegn datos proporcionados por la Municipalidad Provincial de Sanchez Carrion

CANT. LOTES 130.00 Lotes CASUMACA130.00 TOTAL DE LOTES

DENS. POB. 5.00 Hab/Lote

A.- POBLACION ACTUALPOBLACION TOTAL 650

B.- TASA DE CRECIMIENTO (%) 0.84 C.- PERIODO DE DISEO (AOS) 20 D.- POBLACION FUTURA 768

POBLACION TOTAL 768

E.- DOTACION (LT/HAB/DIA) 50

F.- CONSUMO PROMEDIO ANUAL (LT/SEG) Q = Pob.* Dot./86,400 0.44 0.44

G.- CONSUMO MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Q 0.58 0.58

H.- CAUDAL DE LA FUENTE (LT/SEG) 0.70


Pf = Po * ( 1+ r )t



I.- VOLUMEN DEL RESERVORIO (M3)V = 0.30 * Q*86400/1000 11.53

11.53



J.- CONSUMO MAXIMO HORARIO (LT/SEG) Qmh = 2.0 * Q 0.89 0.89

K.- DISEO DE RED DE DISTRIBUCION



COTA DEL TERRENO

RED DE DISTRIBUCION N 01RESERVORIO -a 10.0 44.00 44.00 0.89 3140.55 3134.00 6.55 0.00 6.55a-b 10.0 240.90 284.90 0.08 3134.00 3130.00 4.00 0.00 4.00b-CRP7 N 01 10.0 157.30 442.20 0.08 3130.00 3090.00 40.00 0.00 40.00CRP7 N 01 - c 10.0 103.40 545.60 0.08 3090.00 3064.00 26.00 0.00 26.00b-d 10.0 225.50 771.10 0.08 3130.00 3126.00 4.00 0.00 4.00d-e 10.0 169.40 940.50 0.08 3126.00 3124.00 2.00 0.00 2.00d-f 10.0 121.00 1061.50 0.08 3126.00 3120.00 6.00 0.00 6.00f-g 10.0 91.30 1152.80 0.08 3120.00 3110.00 10.00 0.00 10.00f-h 10.0 185.90 1338.70 0.08 3120.00 3112.00 8.00 0.00 8.00h-i 10.0 156.20 1494.90 0.08 3112.00 3106.00 6.00 0.00 6.00i-j 10.0 224.40 1719.30 0.08 3106.00 3098.00 8.00 0.00 8.00

RED DE DISTRIBUCION N 02a-k 10.0 75.90 75.90 0.81 3134.00 3120.00 14.00 0.00 14.00k-l 10.0 60.50 136.40 0.22 3120.00 3110.00 10.00 0.00 10.00l-m 10.0 77.00 213.40 0.22 3110.00 3100.00 10.00 0.00 10.00l-CRP7 N 02 10.0 83.60 297.00 0.22 3110.00 3090.00 20.00 0.00 20.00CRP7 N 02-n 10.0 104.50 401.50 0.22 3090.00 3085.00 5.00 0.00 5.00n-o 10.0 106.70 508.20 0.22 3085.00 3076.00 9.00 0.00 9.00CRP7 N 02-p 10.0 33.00 541.20 0.22 3090.00 3085.00 5.00 0.00 5.00p-q 10.0 188.10 729.30 0.22 3085.00 3066.00 19.00 0.00 19.00q-r 10.0 94.60 823.90 0.22 3066.00 3060.00 6.00 0.00 6.00q-rr 10.0 163.90 987.80 0.22 3066.00 3058.00 8.00 0.00 8.00p-s 10.0 99.00 1086.80 0.22 3085.00 3085.00 0.00 0.00 0.00s-t 10.0 82.50 1169.30 0.22 3085.00 3076.00 9.00 0.00 9.00

TRAMO (*)


Longitud Parcial

Inclinada

(m)

Longitud acumulada

(m)

Caudal (Qmd)

(l/s)

Desnivel de Terreno

(m)


(m)Desnivel

(m)Inicial

m.s.n.m.Final

m.s.n.m


Proyecto: INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTADt-u 10.0 118.80 1288.10 0.22 3076.00 3062.00 14.00 0.00 14.00t-v 10.0 127.60 1415.70 0.22 3076.00 3074.00 2.00 0.00 2.00v-w 10.0 271.70 1687.40 0.22 3074.00 3040.00 34.00 0.00 34.00

COTA DEL TERRENO

RED DE DISTRIBUCION N 03k-x 10.0 236.50 236.50 0.59 3120.00 3104.00 16.00 0.00 16.00x-y 10.0 73.70 310.20 0.12 3104.00 3104.00 0.00 0.00 0.00y-CRP7 N03 10.0 273.90 584.10 0.12 3104.00 3090.00 14.00 0.00 14.00CRP7 N03-z 10.0 81.40 665.50 0.12 3090.00 3085.00 5.00 0.00 5.00z-aa 10.0 86.90 752.40 0.12 3085.00 3082.00 3.00 0.00 3.00z-bb 10.0 118.80 871.20 0.12 3085.00 3080.00 5.00 0.00 5.00

RED DE DISTRIBUCION N 04x-cc 10.0 47.30 47.30 0.47 3104.00 3104.00 0.00 0.00 0.00cc-CRP7 N04 10.0 123.20 170.50 0.47 3104.00 3090.00 14.00 0.00 14.00CRP7 N04-dd 10.0 326.70 497.20 0.12 3090.00 3082.00 8.00 0.00 8.00CRP7 N04-ee 10.0 202.40 699.60 0.35 3090.00 3080.00 10.00 0.00 10.00ee-ff 10.0 698.50 1398.10 0.35 3080.00 3080.00 0.00 0.00 0.00cc-gg 10.0 315.70 1713.80 0.12 3104.00 3104.00 0.00 0.00 0.00gg-hh 10.0 207.90 1921.70 0.12 3104.00 3100.00 4.00 0.00 4.00hh-ii 10.0 639.10 2560.80 0.12 3100.00 3092.00 8.00 0.00 8.00

LONGITUD TOTAL DE RED DE DISTRIBUCION= 6,838.70 m

TRAMO (*)


Longitud Parcial

Horizontal

(m)

Longitud acumulada

(m)

Caudal (Qmd)

(l/s)

Desnivel de Terreno

(m)


(m)Desnivel

(m)Inicialm.s.n.m.

Finalm.s.n.m


Proyecto: INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTADTUBERIA 2" C-10 119.90 mTUBERIA 1 1/2" C-10 1,811.70TUBERIA 1" C-10 4,907.10 m

Nota: Se han considerado distancias inclinadas para realizar los metrados correspondientes.


Datos de Campo

tiempo en seg 4.58 32.08 h 15.00 cmR 10.00 cmr 6.25 cmV= 3166.14 cm3V en lt= 3.17 V en lt/seg= 0.7

hab. CASUMACA

hab.hab. CASUMACA

TOTALCASUMACA

OK. TOTALCASUMACA

SEGN AFORO




M3 TOTALM3 CASUMACA

M3 CASUMACA

M3 TOTAL

TOTALCASUMACA


INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTADCOTA DE PIEZOMETRICA

0.1489 1.0 2.00 0.44 0.0051 0.22 3140.55 3140.33 6.30.0166 0.6 1.00 0.16 0.0018 0.44 3140.33 3139.89 9.90.2543 0.4 1.00 0.16 0.0018 0.28 3139.89 3139.60 49.60.2515 0.4 1.00 0.16 0.0018 0.19 3090.00 3089.81 25.80.0177 0.6 1.00 0.16 0.0018 0.41 3139.89 3139.48 13.50.0118 0.7 1.00 0.16 0.0018 0.31 3139.48 3139.17 15.20.0496 0.5 1.00 0.16 0.0018 0.22 3139.48 3139.26 19.30.1095 0.4 1.00 0.16 0.0018 0.17 3139.26 3139.10 29.10.0430 0.5 1.00 0.16 0.0018 0.34 3139.26 3138.93 26.90.0384 0.5 1.00 0.16 0.0018 0.28 3138.93 3138.64 32.60.0357 0.6 1.00 0.16 0.0018 0.41 3138.64 3138.24 40.2

0.1845 0.9 2.00 0.40 0.0043 0.32 3134.00 3133.68 13.70.1653 0.6 1.50 0.19 0.0015 0.09 3133.68 3133.58 23.60.1299 0.6 1.00 0.43 0.0111 0.86 3133.58 3132.73 32.70.2392 0.5 1.50 0.19 0.0015 0.13 3133.58 3133.45 43.50.0478 0.8 1.00 0.43 0.0111 1.16 3090.00 3088.84 3.80.0843 0.7 1.00 0.43 0.0111 1.19 3088.84 3087.65 11.70.1515 0.6 1.50 0.19 0.0015 0.05 3090.00 3089.95 4.90.1010 0.6 1.00 0.43 0.0111 2.09 3089.95 3087.86 21.90.0634 0.7 1.00 0.43 0.0111 1.05 3087.86 3086.81 26.80.0488 0.8 1.00 0.43 0.0111 1.82 3087.86 3086.04 28.00.0000 1.00 0.43 0.0111 1.10 3089.95 3088.85 3.80.1091 0.6 1.00 0.43 0.0111 0.92 3088.85 3087.93 11.9

PendienteDiametros

considerados (D)

(Pulg)


(D)(Pulg)

Velocidad V m/s



Hf (m)Presin Final

(m) Inicial(msnm)

Final(msnm)


INSTALACION DEL SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CASERIO PUENTE PIEDRA SECTOR CASUMACA, DEL DISTRITO DE HUAMACHUCO, PROVINCIA DE SANCHEZ CARRION LA LIBERTAD0.1178 0.6 1.00 0.43 0.0111 1.32 3087.93 3086.61 24.60.0157 1.0 1.00 0.43 0.0111 1.42 3087.93 3086.51 12.50.1251 0.6 1.00 0.43 0.0111 3.02 3086.51 3083.49 43.5

COTA PIEZOMETRICA

0.0677 1.0 1.50 0.52 0.0096 2.28 3133.68 3131.40 27.40.0000 1.00 0.24 0.0038 0.28 3131.40 3131.12 27.10.0511 0.6 1.00 0.24 0.0038 1.05 3131.12 3130.07 40.10.0614 0.6 1.00 0.24 0.0038 0.31 3090.00 3089.69 4.70.0345 0.6 1.00 0.24 0.0038 0.33 3089.69 3089.35 7.40.0421 0.6 1.00 0.24 0.0038 0.46 3089.69 3089.23 9.2

0.0000 1.50 0.41 0.0062 0.29 3131.40 3131.11 27.10.1136 0.8 1.50 0.41 0.0062 0.77 3131.11 3130.34 40.30.0245 0.7 1.50 0.11 0.0005 0.17 3090.00 3089.83 7.80.0494 0.9 1.50 0.30 0.0036 0.73 3090.00 3089.27 9.30.0000 1.50 0.30 0.0036 2.51 3089.27 3086.77 6.80.0000 1.00 0.24 0.0037 1.15 3131.11 3129.95 26.00.0192 0.7 1.00 0.24 0.0037 0.76 3129.95 3129.19 29.20.0125 0.8 1.00 0.24 0.0037 2.34 3129.19 3126.86 34.9

PendienteDiametros

considerados (D)

(Pulg)


(D)(Pulg)

Velocidad V m/s



Hf (m)Presin Final

(m) Inicial(msnm)

Final(msnm)



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