Post on 19-Feb-2018
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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$+
S"'or () *+, S *+/+,
VI 20.88 40.5 2.62 3.27 16.31 16.31 4.57 0.048
P4rd!da 'o'a0: 78.9 +
Lon#!'ud*+,
Q+a-*+2/3,
Dsn!0*+,
D!1+'ro
*++,
Lon#!'ud*+,
Q+a-*+2/3,
Dsn!0*+,
D!1+'ro
*++,
Lon#!'ud*+,
Q'r"!ar!a *+2/3,
0o"!dad*+/s,
Dsn!0*+,
J*+/+,
D!1+'ro*++,
Prs!;nIn!"!o *+,
Lon#!'ud
*+,
Q'r"!ar!a
*+2/3,
Prs!;nM!n!+a*+,
Prs!;n
F!na0 *+,
D0'a
Prs!;n
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Prs!;n d 0a "1+ara d "ar#a a0 6r!+r 6un'o d n'r#a: 22.88 +
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25
D!1+'ro
*++,
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,$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
P4rd!da d "ar#a n Tu$r5a Tr"!ar!a:
Caso: hm1 = hm2 ; hn1 = hn2
(!or A2+
() *+, S *+/+,
26.95 84.00 33.10 4.00 21.52 32.38 5.43 -0.137 40
P4rd!da d "ar#a n 0 La'ra0 d R!#o:
Caso: La!ra" Baano (h$ -hn )* 0 hm*h$+
() *+, S *+/+,
23.24 60.00 6.20 4.00 18.95 19.31 4.59 -0.03 25
Lon#!'ud*+,
Q+a-*+2/3,
Dsn!0*+,
D!a+'ro*++,
Lon#!'ud*+,
Q+a-*+2/3,
Dsn!0*+,
D!1+'ro*++,
Prs!;nIn!"!o *+,
Lon#!'ud*+,
Q'r"!ar!a *+2/3,
Prs!;nM!n!+a *+,
Prs!;nF!na0 *+,
D0'aPrs!;n
D!1+'ro*++,
Prs!;nIn!"!o *+,
Lon#!'ud*+,
Q'r"!ar!a *+2/3,
Prs!;nM!n!+a *+,
Prs!;nF!na0 *+,
D0'aPrs!;n
D!1+'ro*++,
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,$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$r5a S"undar!a:
* S"'or Cr!'!"o : A9 ,
Tra+o () *+, *+/s, J *+/+, S *+/+,
!or A8 7.0 0.2 8 1.13 1.0 0.027 0.1500
P4rd!da d "ar#a n Tu$r5a Tr"!ar!a:
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
P4rd!da d "ar#a n 0 La'ra0 d R!#o:
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
7/23/2019 Calc.hidraulicosCaquemayo
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100
75
75
75
50
50
40
25
D!1+'ro*++,
D!1+'ro*++,
D!1+'ro
*++,
D!1+'ro
*++,