12
Tiempo[min] Q Qed Vol escurr Qui 0 0 0 0 30 20.79 0 0 0 60 27.09 0 0 0 90 56.07 18.07 16263 1.78946326 120 139.86 89.86 97137 8.89879184 150 250.74 184.74 247140 18.2947118 180 225.54 168.54 317952 16.6904337 210 159.39 111.39 251937 11.0308972 240 107.10 67.10 160641 6.64488017 270 65.2 30.2 87570 2.99069123 300 32.3 3.3 30150 0.32679739 330 24.1 0 2970 0 360 20.7 0 0 0 Vol. Esc. Tot 1211760 Superficie[m2 120000000 Pefec[mm] 10.098 0 2 4 6 8 1 0 2 4 6 8 10 12 14 16 18 20 Hidrograma unitario Qui[m3/s*mm]

PLanillas Del Practico 7

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PLanillas Del Practico 7

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Page 1: PLanillas Del Practico 7

Tiempo[min] Q Qed Vol escurr Qui0 0 0 0

30 20.79 0 0 060 27.09 0 0 090 56.07 18.07 16263 1.78946326

120 139.86 89.86 97137 8.89879184150 250.74 184.74 247140 18.2947118180 225.54 168.54 317952 16.6904337210 159.39 111.39 251937 11.0308972240 107.10 67.10 160641 6.64488017270 65.2 30.2 87570 2.99069123300 32.3 3.3 30150 0.32679739330 24.1 0 2970 0360 20.7 0 0 0

Vol. Esc. Total[ 1211760Superficie[m2] 120000000Pefec[mm] 10.098

0 2 4 6 8 10 1202468

101214161820

Hidrograma unitario

Tiempo[min]

Qui[m3/s*mm]

Page 2: PLanillas Del Practico 7

0 50 100 150 200 250 300 350 40010

100

1000

20.7927.09

56.07

139.86

250.74225.54

159.39

107.10

65.2

32.324.1

20.7

E.D

E.S.S

E.S

0 50 100 150 200 250 300 3500

20406080

100120140160180200

Hidrograma de escorrentia directa

Tiempo [min]

Qefec

0 2 4 6 8 10 1202468

101214161820

Hidrograma unitario

Tiempo[min]

Qui[m3/s*mm]

Page 3: PLanillas Del Practico 7

Tiempo[min] Qed Qui (1,5hs) Qs Qs desplaz Qui (1h) Qe1 Qe20 0 0 0 0 0 0

30 0 0 0 0 0 060 0 0 0 0 0 090 18.07 1.78946326 2.68419489 0 2.68419489 67.1048723 108.709893

120 89.86 8.89879184 16.0323827 0 16.0323827 400.809566 649.311497150 184.74 18.2947118 43.4744504 0 43.4744504 1086.86126 1760.71524180 168.54 16.6904337 68.510101 2.68419489 65.8259061 1645.64765 2665.9492210 111.39 11.0308972 85.0564468 16.0323827 69.0240642 1725.6016 2795.4746240 67.1 6.64488017 95.0237671 43.4744504 51.5493167 1288.73292 2087.74733270 30.2 2.99069123 99.5098039 68.510101 30.9997029 774.992573 1255.48797300 3.3 0.32679739 100 85.0564468 14.9435532 373.588829 605.213904330 0 0 100 95.0237671 4.97623292 124.405823 201.537433360 0 0 100 99.5098039 0.49019608 12.254902 19.8529412390 100420 100450 100

Tiempo [hs] 1,00 2,00 3,00Lluvia [mm] 35,0 48,0 23,0

Tiempo [hs] Lluvia [mm] Inf[mm/h] Pefectiva1 35 10 252 48 7.5 40.53 23 5 18

1 2 30

5

10

15

20

25

30

35

40

45 Hietograma efectivo

Tiempo[hs]

Pefec[mm]

Page 4: PLanillas Del Practico 7

Qe3 Qt0 00 00 0

48.315508 224.130273288.582888 1338.70395782.540107 3630.116611184.86631 5496.463161242.43316 5763.50936927.887701 4304.36794557.994652 2588.47519268.983957 1247.7866989.5721925 415.5154498.82352941 40.9313725

0 50 100 150 200 250 300 3500

20

40

60

80

100

120Superposición de hidrogramas

Qui 1,5hsQsQsdesQu 1h

Tiempo[min]

Q

0 50 100 150 200 250 300 3500

1000

2000

3000

4000

5000

6000

7000

Hidrograma de escorrentia directa por aditividad

Qe1Qe2Qe3Qtotal

Page 5: PLanillas Del Practico 7

0 50 100 150 200 250 300 3500

20

40

60

80

100

120Superposición de hidrogramas

Qui 1,5hsQsQsdesQu 1h

Tiempo[min]

Q

0 50 100 150 200 250 300 3500

1000

2000

3000

4000

5000

6000

7000

Hidrograma de escorrentia directa por aditividad

Qe1Qe2Qe3Qtotal

Page 6: PLanillas Del Practico 7

Tiempo (h) 0.5 1 1.5

25 48 13

Tiempo (h) 0.5 1 1.5 2 2.5 3 3.5

0.95 4.13 10.23 19.97 24.18 17.66 10.65

Qu 0.038 0.1 0.2184 0.372 0.2112 0.128 0.084

Lluvia neta (mm)

Escorrentía directa (m3/s)

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

5

10

15

20

25

30 Hidrograma de escorrentia directa

Tiempo [h]

Qed

0.5 1 1.50

102030405060

Hietograma de diseño

Tiempo[hs]

P[mm]

0 0.5 1 1.5 2 2.5 3 3.5 4 4.50

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4 Hidrograma unitario

Tiempo [hs]

Qu[m3/s*mm]

Page 7: PLanillas Del Practico 7

4 4.5 Determinación del hidrograma unitario:

4.35 1.13P1 = 25 [mm]

0 0 P2 = 42 [mm] P3 = 15 [mm]

,

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 50

5

10

15

20

25

30 Hidrograma de escorrentia directa

Tiempo [h]

Qed

0 0.5 1 1.5 2 2.5 3 3.5 4 4.50

0.05

0.1

0.15

0.2

0.25

0.3

0.35

0.4 Hidrograma unitario

Tiempo [hs]

Qu[m3/s*mm]

mmsmmm

sm

P

QQu

Pu

Qu

P

Q /038,0

25

/95,0 33

1

11

1

1

1

mmsmmm

mmsmmmsm

P

QuPQQuQuPQuPQ

/1,0

][25

/038,042/13,4 333

1

122221122

mm/smmm

mm/sm,mmmm/sm,mm/sm

P

QuPQuPQQuQuPQuPQuPQ

32184,0][25

3038015310][42323,10

1

1322333122133

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQUQuPQuPQuPQ

333

372,0][25

2184,0][421,015/97,19 3

1

3223444132234

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

2112,0][25

372,0][422184,0][15]/[18,24 3

1

4233555142335

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

128,0][25

2112,0][42372,0][15/66,17 3

1

5243666152436

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

084,0][25

128,0][422112,0][15]/[65,10 3

1

6253777162537

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

0][25

084,0][42128,0][15]/[35,4 3

1

7263788172638

09 Qu

Page 8: PLanillas Del Practico 7

09 Qu

Page 9: PLanillas Del Practico 7

Determinación del hidrograma unitario:

mmsmmm

sm

P

QQu

Pu

Qu

P

Q /038,0

25

/95,0 33

1

11

1

1

1

mmsmmm

mmsmmmsm

P

QuPQQuQuPQuPQ

/1,0

][25

/038,042/13,4 333

1

122221122

mm/smmm

mm/sm,mmmm/sm,mm/sm

P

QuPQuPQQuQuPQuPQuPQ

32184,0][25

3038015310][42323,10

1

1322333122133

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQUQuPQuPQuPQ

333

372,0][25

2184,0][421,015/97,19 3

1

3223444132234

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

2112,0][25

372,0][422184,0][15]/[18,24 3

1

4233555142335

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

128,0][25

2112,0][42372,0][15/66,17 3

1

5243666152436

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

084,0][25

128,0][422112,0][15]/[65,10 3

1

6253777162537

mm/smmm/smmm/sm

mm

mmmmsm

P

QuPQuPQQuQuPQuPQuPQ

333

0][25

084,0][42128,0][15]/[35,4 3

1

7263788172638