hidrologia general . Hidrogramas
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0 330 180 150 1.77 4 990 144 846 10.00 8 5280 144 5136 60.69 12 3960 180 3780 44.67 16 2640 198 2442 28.86 20 1650 208.8 1441.2 17.03 24 990 216 774 9.15 28 792 234 558 6.59 32 660 252 408 4.82 36 528 270 258 3.05 2026.8 15793.2 Área= 2687.45 Km2 Área= 2687450000.00 m2 Ve= 227422080.00 m3 H precip. efectiva= 0.08 m hpe= 84.62 mm Duración en exceso= 14400.00 seg Q DIRECTO= 15793.20 m3/seg Tiempo (hr) Caudal Observado (m3/seg) Caudal Base estimado (m3/seg) Caudal Directo estimado (m3/seg) HU de 4 hr (m3/seg) 1 2 3 4 5 6 7 8 9 10 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 HU de 4 hr (m3/seg) HU de 4 hr (m3/seg) * e e pe V Q t V h A
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plantillas listas para el ingreso de datos y obtencion de hidrogramas
Transcript of hidrologia general . Hidrogramas
Tiempo (hr)
0 330 180 150 1.774 990 144 846 10.00
8 5280 144 5136 60.6912 3960 180 3780 44.6716 2640 198 2442 28.86
20 1650 208.8 1441.2 17.0324 990 216 774 9.1528 792 234 558 6.5932 660 252 408 4.8236 528 270 258 3.05
2026.8 15793.2
Área= 2687.45 Km2Área= 2687450000.00 m2
Ve= 227422080.00 m3H precip. efectiva= 0.08 m
hpe= 84.62 mmDuración en exceso= 14400.00 seg
Q DIRECTO= 15793.20 m3/seg
Caudal Observado (m3/seg)
Caudal Base estimado (m3/seg)
Caudal Directo estimado (m3/seg)
HU de 4 hr (m3/seg)
1 2 3 4 5 6 7 8 9 100.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
HU de 4 hr (m3/seg)
HU de 4 hr (m3/seg)
*e
epe
V Q t
Vh
A
1 2 3 4 5 6 7 8 9 100.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
HU de 4 hr (m3/seg)
HU de 4 hr (m3/seg)
Tiempo (hr)
0 17.7264 99.972 17.7268 606.922 99.972 17.7255
12 446.683 606.922 99.9719 17.725516 288.571 446.683 606.9219 99.9719 17.725520 170.307 288.571 446.6831 606.9219 99.9719 17.725524 91.464 170.307 288.5715 446.6831 606.9219 99.9719 17.725528 65.939 91.464 170.3068 288.5715 446.6831 606.9219 99.971932 48.213 65.939 91.4637 170.3068 288.5715 446.6831 606.921936 30.488 48.213 65.9389 91.4637 170.3068 288.5715 446.6831
HU de 4 hr (m3/seg) Desplazamiento iguales (Δt=4hr)
0 5 10 15 20 25 30 35 400.000
200.000
400.000
600.000
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Hidrograma Curva S
Curva SHU de = 4 horas
Tiempo (hr)
Q (m
3/se
g)
17.726117.697724.619
1171.3021459.8741630.1811721.644
17.7255 1787.58399.9719 17.7255 1835.797
606.9219 99.9719 17.7255 1866.285
Δt=4hr)Ordenada
de la Curva S (m3/seg)
0 5 10 15 20 25 30 35 400.000
200.000
400.000
600.000
800.000
1000.000
1200.000
1400.000
1600.000
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Hidrograma Curva S
Curva SHU de = 4 horas
Tiempo (hr)
Q (m
3/se
g)
Tiempo (hr)
0 19.4984 109.969 19.49808 667.614 109.9690 19.4980
12 491.351 667.6140 109.9690 19.498016 317.429 491.3510 667.6140 109.9690 19.498020 187.334 317.4290 491.3510 667.6140 109.9690 19.498024 100.610 187.3340 317.4290 491.3510 667.6140 109.9690 19.498028 72.533 100.6100 187.3340 317.4290 491.3510 667.6140 109.969032 53.035 72.5330 100.6100 187.3340 317.4290 491.3510 667.614036 33.537 53.0350 72.5330 100.6100 187.3340 317.4290 491.3510
HU de 4 hr (m3/seg) Desplazamiento iguales (Δt=4hr)
0 5 10 15 20 25 30 35 400.000
500.000
1000.000
1500.000
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Hidrograma Curva S
Curva SHU de = 4 horas
Tiempo (hr)
Q (m
3/se
g)
19.498129.467797.081
1288.4321605.8611793.1951893.805
19.4980 1966.338109.9690 19.4980 2019.373667.6140 109.9690 19.4980 2052.910
Δt=4hr)Ordenada de la
Curva S (m3/seg)
0 5 10 15 20 25 30 35 400.000
500.000
1000.000
1500.000
2000.000
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Hidrograma Curva S
Curva SHU de = 4 horas
Tiempo (hr)
Q (m
3/se
g)
Tiempo (hr)de= 4.00
0 19.498 19.498 9.75 de'= 8.004 109.969 109.969 54.98 K= 0.508 667.614 19.498 648.116 324.06
12 491.351 109.969 381.382 190.69 16 317.429 667.614 350.185 175.09 20 187.334 491.351 304.017 152.01 24 100.610 317.429 216.819 108.41 28 72.533 187.334 114.801 57.40 32 53.035 100.610 47.575 23.79 36 33.537 72.533 38.996 19.50
HU de 4 hr (m3/seg)
Curva S desplazada
8hr
Diferencia de
OrdenadasHU de 8 hr (m3/seg)
0 5 10 15 20 25 30 35 400.000
500.000
1000.000
1500.000
2000.000
2500.000
Hidrograma Curva S
Curva SHU de 4 hr (m3/seg)HU de 8 hr (m3/seg)
Tiempo (hr)
Q (m
3/se
g)
0 5 10 15 20 25 30 35 400.000
500.000
1000.000
1500.000
2000.000
2500.000
Hidrograma Curva S
Curva SHU de 4 hr (m3/seg)HU de 8 hr (m3/seg)
Tiempo (hr)
Q (m
3/se
g)
HISTOGRAMA SINTÉTICO TriangularÁrea 28 Km2
Long. Cauce Principal 7300 mPendiente del cauce Principal 0.0218 m/m
hpe 48 mm
28 KM2 <250 KM2
1 tc= 1.338 hr 3 de=2 tr= 0.803 hr
4 tp= 1.959 hr5 tb= 5.231 hr
Qp= 142.691 m3/seg
28 KM2 <250 KM2
1.338 hr
HISTOGRAMA SINTËTICO METODOS SCSÁrea 28.000 Km2
Long. Cauce Principal 7300.000 mPendiente del cauce Principal 0.022
hpe 48.000 mm
1 tc= 1.338 hr2 de= 1.338 hr3 tp= 1.959 hr4 tb= 5.231 hr5 Qp= 142.691 m3/seg
t/tp Q/Qp t Q0.0 0 0 00.1 0.015 0.196 2.1970.2 0.075 0.392 10.7020.3 0.16 0.588 22.8310.4 0.28 0.784 39.9540.5 0.43 0.980 61.3570.6 0.6 1.175 85.6150.7 0.77 1.371 109.8720.8 0.89 1.567 126.9950.9 0.97 1.763 138.4111.0 1 1.959 142.6911.1 0.98 2.155 139.8371.2 0.92 2.351 131.2761.3 0.84 2.547 119.8611.4 0.75 2.743 107.0181.5 0.65 2.939 92.7491.6 0.57 3.135 81.3341.8 0.43 3.526 61.3572.0 0.32 3.918 45.6612.2 0.24 4.310 34.2462.4 0.18 4.702 25.6842.6 0.13 5.094 18.5502.8 0.098 5.486 13.9843.0 0.075 5.877 10.7023.5 0.036 6.857 5.1374.0 0.018 7.837 2.5684.5 0.009 8.816 1.2845.0 0.004 9.796 0.571
0 2 4 6 8 10 120
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160
Q
T
Q
0 2 4 6 8 10 120
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40
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100
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160
Q
T
Q
HIDROGRAMA TEMEZÁrea 28 Km2 1 tc= 1.338
Long. Cauce Principal 7300 m 2 de= 1.338
0.0218 3 tp= 1.959hpe 48 mm 4 tb= 5.231
5 Qp= 142.691
tr 0.468 hrD 0.268 hrtp 0.602 hrtb 1.605 hrQp 465.167 m3/seg
Pendiente del cauce Principal
FECHAHORA TIEMPO INTENSIDAD
INICIO FIN T (h) Ief (mm)
28-Oct
10 12 2 41.3 Área 125.0012 14 2 120.0 Qp 202.8014 16 2 50.0 t 16.0016 18 2 32.0 Ve ###18 20 2 22.8 hpe 0.09
29-Oct20 22 2 13.8 9.3522 24 2 7.824 2 2 3.0
Capacidad de Infiltración Media
Área 125.00 km2 Ved 18720000.000 m3/segÁrea 125000000.00 m2 Ief 149.760 mmQ 650.00 m3/segt 16.00 hrt 57600.00 seg
Tiempo (h) Intensidad1 2 3 4 5 6 7
41.3 120.0 50.0 32.0 22.8 13.8 7.8
φ i_ef 1 i_ef 2 i_ef 3 i_ef 4 i_ef 5 i_ef 6 i_ef 7mm/hr mm mm mm mm mm mm mm
20 21.25 100 30 12 2.75 25 16.25 95 25 7
1 2 3 4 5 6 7 80.0
20.0
40.0
60.0
80.0
100.0
120.0
140.0
Ief (mm)
Axis Title
Ief (
mm
)
23.3751 17.8749 96.6249 26.6249 8.6249
φ(2horas) 11.68755 mm/hr
km2m3/shrm3
83.0
i_ef 8 Σmm mm 166 143.25
149.750
