CURVA DE DESCARGA UPAMAYOH B AREA V Q2 Q=22.2094*(H+0.22)^2.3049 Vprom0 55 0 0.3 0 0.677 #DIV/0!

0.5 59.4 29.7 0.4 11.88 10.42 0.4 H1=1 64.152 64.152 0.5 32.076 35.12 0.5 H2=

1.5 69.284 103.93 0.6 62.356 77.52 0.7 D=2 74.827 149.65 1 149.65 139.6 0.9 S(%)=

CURVA DE DESCARGA TRANSVASEH B AREA V Q2 Q=4.3255*(H+0.92)^2.941 Vprom0 22 0 3.385 #DIV/0! H1=

0.5 23.3 11.66 12.13 1.0 H2=1 24.7 24.719 29.46 1.2 D=

1.5 26.2 39.304 58.19 1.5 S(%)=2 27.8 55.549 101.1 1.8

CURVA DE DESCARGA PUENTE CHULECH B AREA V Q2 Q=16.2645*(H-0)^2.3506 Vprom0 32 0 0 #DIV/0! H1=

0.5 33.3 16.64 3.189 0.2 H2=1 34.6 34.611 16.26 0.5 D=

1.5 36.0 53.993 42.19 0.8 S(%)=2 37.4 74.871 82.95 1.1

CURVA DE DESCARGA HUARIH B AREA V Q2 Q=16.6094*(H+0.18)^2.7739 Vprom0 7 0 0.143 #DIV/0! H1=

0.5 7.4 3.71 5.698 1.5 H2=1 7.9 7.8652 26.29 3.3 D=

1.5 8.3 12.506 70.04 5.6 S(%)=2 8.8 17.675 144.3 8.2

CURVA DE DESCARGA COCHAS TUNELH B AREA V Q2 Q=26.6653*(H-0.12)^2.2364 Vprom0 8.5 0 ### #NUM! H1=

0.5 9.0 4.505 3.063 0.7 H2=1 9.6 9.5506 20.03 2.1 D=

1.5 10.1 15.185 54.8 3.6 S(%)=2 10.7 21.462 109.4 5.1

CURVA DE DESCARGA PIÑASCOCHAH B AREA V Q2 Q=11.3689*(H+0.17)^2.9622 Vprom

0 7 0 0.06 #DIV/0! H1=0.5 7.4 3.71 3.472 0.9 H2=1 7.9 7.8652 18.1 2.3 D=

1.5 8.3 12.506 51.93 4.2 S(%)=2 8.8 17.675 112.8 6.4

CURVA DE DESCARGA PACHACAYOH B AREA V Q2 Q=42.2776*(H+0.21)^2.9731 Vprom0 12 0 0.408 #DIV/0! H1=

0.5 12.7 6.36 15.27 2.4 H2=1 13.5 13.483 74.51 5.5 D=

1.5 14.3 21.438 208.4 9.7 S(%)=2 15.1 30.299 446.7 14.7

CURVA DE DESCARGA QUILLONH B AREA V Q2 Q=18.2087*(H+0.04)^1.4949 Vprom0 8.25 0 0.148 #DIV/0! H1=

0.5 8.7 4.3725 7.248 1.7 H2=1 9.3 9.2697 19.31 2.1 D=

1.5 9.8 14.739 34.72 2.4 S(%)=2 10.4 20.831 52.86 2.5

CURVA DE DESCARGA MOYAH B AREA V Q2 Q=12.0672*(H-0.4)^1.982 Vprom0 11 0 ### #NUM! H1=

0.5 11.6 5.775 0.126 0.0 H2=1 12.1 12.128 4.384 0.4 D=

1.5 12.7 19.101 14.58 0.8 S(%)=2 13.4 26.741 30.63 1.1

2.5 14.0 35.098 52.51 1.53 14.7 44.223 80.18 1.8

CURVA DE DESCARGA CHINCHIH B AREA V Q2 Q=10.1171*(H+0.7)^2.9951 Vprom H1=0 14.25 0 3.476 #DIV/0! H2=

0.5 14.8 7.41 17.47 2.4 D=1 15.4 15.413 49.58 3.2 S(%)=

1.5 16.0 24.044 107.3 4.52 16.7 33.341 198.2 5.9

RESUMEN VELOCIDAD PROMEDIO DEL CAUCE DEL RÍO (m/s)PENDIENTE ESTAC, UPAMAYOTRANSVASCHULEC HUARI

S(%)= 0.2 0.4 0.2 4.5

H

0.5 0.4 1.0 0.2 1.51 0.5 1.2 0.5 3.3

1.5 0.7 1.5 0.8 5.62 0.9 1.8 1.1 8.2

2.5

3944.03942.0

507.30.4

3718.03717.0

451.00.2

3626.03617.0

200.04.5

3775.03752.0

300.07.7

3764.03740.0

287.78.3

3635.03631.0

169.92.4

3049.03040.0

210.04.3

3053.03042.0

332.33.3

2852.02838.0

520.02.7

VELOCIDAD PROMEDIO DEL CAUCE DEL RÍO (m/s)COCHAS PIÑASCOC PACHACAYQUILLON MOYA CHINCHI PROMEDIO

7.7 8.3 2.4 4.3 3.3 2.70.7 0.9 2.4 1.7 0.0 2.4 1.42.1 2.3 5.5 2.1 0.4 3.2 2.73.6 4.2 9.7 2.4 0.8 4.5 4.45.1 6.4 14.7 2.5 1.1 5.9 6.3

1.51.8