Calc.hidraulicosCaquemayo

7/23/2019 Calc.hidraulicosCaquemayo

http://slidepdf.com/reader/full/calchidraulicoscaquemayo 1/7

Cuadro No. s/n : CALCULOS JUSTIFICATORIOS

INSTALACION DE RIEGO PRESURIZADO CCAQUEMAYO

Prd!das d "ar#a n Tu$r%a d Condu""!&n

Lon#!'ud () *+, Q+a- *+/s, Dsn!0 J *+/+, S D!1+'ro

*+, *+2/3, *+, *+/+, *++,329.0 4.4 16.35 1.03 -0.33 0.013 -0.001 75

P4rd!das d "ar#a n Tu$r5a Pr!n"!6a0:

ZONA 1

Tra+o () *+, *+/s, J *+/+, S *+/+,

10 148 0.8 9.81 0.62 -2.01 0.005 0.014 759 210 1.1 9.81 0.62 -0.84 0.005 -0.004 758 87 0.5 9.81 0.62 0.96 0.005 0.040 757 97.0 0.5 9.81 0.62 0.97 0.005 0.010 756 66.0 0.3 9.81 0.62 0.00 0.005 0.000 755 72.0 0.4 9.81 0.62 0.00 0.005 0.000 754 112.0 0.6 9.81 0.62 -19.45 0.005 -0.174 753 180.0 0.9 9.81 0.62 -3.97 0.005 -0.022 752 194.0 1 9.81 0.62 0.97 0.005 0.005 751 87.0 0.5 9.81 0.62 -0.17 0.005 -0.002 75

P4rd!das d "ar#a n Tu$r5a S"undar!a:

Tra+o () *+, *+/s, J *+/+, S *+/+,

TramoA-B 44.0 2.0 6.54 0.93 0.00 0.045 0.000 63

94.0 0.5 3.27 0.6 0.00 0.005 0.000 50Tramo A'-B' 109.0 0.2 6.54 0.60 -28.3 0.002 -0.260 63

44.0 0.2 3.27 0.60 1.1 0.005 0.024 50

72.0 0.4 3.27 0.60 0.0 0.005 0.000 50

100.0 -1.1 3.27 0.60 0.5 -0.011 0.005 50

P4rd!da d "ar#a n Tu$r5a Tr"!ar!a:

Caso: hm1 = hm2 ; hn1 = hn2

* S"'or Cr!'!"o : I ,

S"'or () *+, S *+/+,

VI 42.00 0.70 3.27 0.72 -2.02 0.015 -0.042 40

P4rd!da d "ar#a n 0 La'ra0 d R!#o:

Caso: La!ra" #$%&!no (h$ -hn )* 0 hm*h$+

S"'or () *+, S *+/+,

VI 20.88 40.5 2.62 3.27 16.31 16.31 4.57 0.048

P4rd!da 'o'a0: 78.9 +

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

D!1+'ro

*++,

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

D!1+'ro

*++,

Lon#!'ud*+,

Q'r"!ar!a *+2/3,

0o"!dad*+/s,

Dsn!0*+,

J*+/+,

D!1+'ro*++,

Prs!;nIn!"!o *+,

Lon#!'ud

*+,

Q'r"!ar!a

*+2/3,

Prs!;nM!n!+a*+,

Prs!;n

F!na0 *+,

D0'a

Prs!;n



Prs!;n d 0a "1+ara d "ar#a a0 6r!+r 6un'o d n'r#a: 22.88 +



25

D!1+'ro

*++,





,$aro No. #n ,AL,/LO /TII,ATOIO

RIEGO POR ASPERSION LA PERLA

P4rd!das d "ar#a n Tu$r5a d Pr!n"!6a0:

Tra+o () *+, *+/s, J *+/+, S *+/+,

T$%. ,on$. 185.0 13.6 12.00 1.70 35.2 0.0740 -0.19 50

T$%. r&n&a" 60.0 2.8 8.00 1.13 5.9 0.0460 0.09 50

T$%. r&n&a" 60.0 0.5 4.00 0.57 0.0 0.0080 0.0000 50

P4rd!da d "ar#a n Tu$r5a S"undar!a:

Tra+o () *+, *+/s, J *+/+, S *+/+,

!or 1 27.0 0.20 4 0.57 4.0 0.0080 -0.150 50

!or 2 27.0 0.20 4 0.57 4.0 0.0080 -0.150 50

!or 3 12.0 0.10 4 0.57 1.0 0.0080 -0.080 50


Caso: hm1 = hm2 ; hn1 = hn2

(!or A2+

() *+, S *+/+,

26.95 84.00 33.10 4.00 21.52 32.38 5.43 -0.137 40


Caso: La!ra" Baano (h$ -hn )* 0 hm*h$+

() *+, S *+/+,

23.24 60.00 6.20 4.00 18.95 19.31 4.59 -0.03 25

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

D!a+'ro*++,

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

D!1+'ro*++,

Prs!;nIn!"!o *+,

Lon#!'ud*+,

Q'r"!ar!a *+2/3,

Prs!;nM!n!+a *+,

Prs!;nF!na0 *+,

D0'aPrs!;n

D!1+'ro*++,

Prs!;nIn!"!o *+,

Lon#!'ud*+,

Q'r"!ar!a *+2/3,

Prs!;nM!n!+a *+,

Prs!;nF!na0 *+,

D0'aPrs!;n

D!1+'ro*++,



,$aro No. #n ,AL,/LO /TII,ATOIO

RIEGO POR ASPERSION EL ALUM<RE

P4rd!das d "ar#a n Tu$r5a d Pr!n"!6a0:

Tra+o () *+, *+/s, J *+/+, S *+/+,

T. ,on$&n 112.0 2.9 36.00 1.27 31.0 0.0250 0.280

T. r&n&a" 1 60.0 5.20 28.0 1.76 2.0 0.0860 0.033

T. r&n&a" 2 60.0 2.00 20.0 1.26 5.0 0.0330 0.083

T. r&n&a" 3 60.0 1.20 16.0 1.01 -2.0 0.0190 0.033

T. r&n&a" 4 60.0 3.50 12.0 1.70 7.0 0.0590 0.117

14.8 43.0

P4rd!da d "ar#a n Tu$r5a S"undar!a:

* S"'or Cr!'!"o : A9 ,

Tra+o () *+, *+/s, J *+/+, S *+/+,

!or A8 7.0 0.2 8 1.13 1.0 0.027 0.1500


Caso: hm1 = hm2 hn1 = hn2

* S"'or Cr!'!"o : A9 ,

() *+, S *+/+,

26.67 60.00 11.14 4.00 25.01 28.33 1.66 0.030


Caso: La!ra" $%&!no (h$ -hn )* 0 hm*h$+

() *+, S *+/+,

25.43 60.00 6.20 4.00 17.43 17.43 8.00 0.03

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

Lon#!'ud*+,

Q+a-*+2/3,

Dsn!0*+,

Prs!;n In!"!o

*+,

Lon#!'ud

*+,

Q'r"!ar!a

*+2/3,

Prs!;nM!n!+a

*+,

Prs!;n

F!na0 *+,

D0'a

Prs!;n

Prs!;n In!"!o

*+,

Lon#!'ud

*+,

Q'r"!ar!a

*+2/3,

Prs!;nM!n!+a*+,

Prs!;n

F!na0 *+,

D0'a

Prs!;n



100

75

75

75

50

50

40

25

D!1+'ro*++,

D!1+'ro*++,

D!1+'ro

*++,

D!1+'ro

*++,

Documents

Calc.hidraulicosCaquemayo