5.0 Analisis Doble Masa

ANALISIS DE CONSISTENCIA DE DATOS PROYECTO UBICACIÓN ELABORADO

: INSTALACION DEL SERVICIO DE PROTECCION Y CONTROL : CUENCA YUCAES Y PONGORA : AYUM

1.0 DATOS DE PECIPITACION ANUAL Y ACUMULADA ESTACION ESTACION ESTACION QUINUA HUAMANGA SAN PEDRO AÑO

ESTACION FICTICIA

PP ANUAL PP ACUM PP ANUAL PP ACUM PP ANUAL PP ACUM PP PROM PP ACUM

509.50

509.50

518.40

518.40

602.50

602.50

543.47

543.47

1992

551.90

1,061.40

581.80

1,100.20

476.00

1,078.50

536.57

1,080.03

1993

1,085.50

2,146.90

639.00

1,739.20

921.10

1,999.60

881.87

1,961.90

1994

883.00

3,029.90

570.00

2,309.20

705.20

2,704.80

719.40

2,681.30

1995

925.00

3,954.90

617.90

2,927.10

560.00

3,264.80

700.97

3,382.27

1996

818.80

4,773.70

491.80

3,418.90

484.30

3,749.10

598.30

3,980.57

1997

934.20

5,707.90

626.10

4,045.00

597.60

4,346.70

719.30

4,699.87

1998

786.00

6,493.90

482.80

4,527.80

466.80

4,813.50

578.53

5,278.40

1999

895.60

7,389.50

600.40

5,128.20

572.40

5,385.90

689.47

5,967.87

2000

998.90

8,388.40

720.20

5,848.40

536.00

5,921.90

751.70

6,719.57

2001

913.00

9,301.40

620.50

6,468.90

603.30

6,525.20

712.27

7,431.83

2002

890.40

###

523.80

6,992.70

563.50

7,088.70

659.23

8,091.07

2003

975.20

###

646.40

7,639.10

732.07

7,820.77

784.56

8,875.62

2004

918.74

###

530.50

8,169.60

670.78

8,491.55

706.67

9,582.30

2005

662.27

###

465.30

8,634.90

832.73

9,324.28

653.43 10,235.73

2006

933.55

###

600.30

9,235.20

862.51 10,186.79

798.79 11,034.52

2007

825.59

###

584.70

9,819.90

784.00 10,970.79

731.43 11,765.95

2008

626.40

###

767.48 10,587.38

485.00 11,455.79

626.29 12,392.24

2009

797.50

###

680.50 11,267.88

824.20 12,279.99

767.40 13,159.64

2010

718.50

###

606.39 11,874.27

701.20 12,981.19

675.36 13,835.00

2011

1,006.70

###

739.20 12,613.47

931.40 13,912.59

892.43 14,727.44

2012

938.00

###

608.50 13,221.97

890.00 14,802.59

812.17 15,539.60

2013

845.00

###

552.00 13,773.97

759.00 15,561.59

718.67 16,258.27

P P A C U M U L A D A C / E S T A C IO N ( m m )

1991

2.0 ANALISIS DE SALTO Y QUIEBRE

DIAGRAMA DE DOBLE MASA QUINUA

HUAMANGA

SAN PEDRO

20,500. 00 18,500. 00 16,500. 00 14,500. 00 12,500. 00 10,500. 00 8,500.00 6,500.00 4,500.00 2,500.00 500.00 -1,500.00

PP ACUMULADA FICTICIA (mm)

FICTICIA

20,500. 00 18,500. 00 16,500. 00 14,500. 00 12,500. 00 10,500. 00 8,500.00 6,500.00 4,500.00 2,500.00 500.00 -1,500.00

PP ACUMULADA FICTICIA (mm)

3.0 CONCLUSION: LOS QUIEBRES SON MINIMAS Y SON CONSISTENTE POR LO QUE NO REQUIERE LA CORRECCION