ejercicios hidrologiaa
50
fecha hora I (pie^3/s) O (pie^3/s) ΔS/Δt S/Δt 1 12:00 AM - 40 40 0 2 12:00 PM - 35 39 -4 12:00 AM - 37 37 0 3 12:00 PM 0 125 52 73 12:00 AM 73 340 130 210 4 12:00 PM 283 575 287 288 12:00 AM 571 722 472 250 5 12:00 PM 821 740 624 116 12:00 AM 937 673 676 -3 6 12:00 PM 934 456 638 -182 12:00 AM 752 320 574 -254 7 12:00 PM 498 245 394 -149 12:00 AM 349 192 307 -115 8 12:00 PM 234 144 235 -91 12:00 AM 143 118 180 -62 9 12:00 PM 81 95 142 -47 12:00 AM 34 80 114 -34 10 12:00 PM 0 67 93 -26 12:00 AM - 56 77 -21 11 12:00 PM - 50 64 -14 12:00 AM - 42 55 -13
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UNIVERSIDAD NACIONAL DE TRUJILLOINGENIERIA AGRICOLA
Transcript of ejercicios hidrologiaa
fecha hora I (pie^3/s) O (pie^3/s) ΔS/Δt S/Δt1 12:00 AM -
40 40 02 12:00 PM -
35 39 -412:00 AM -
37 37 03 12:00 PM 0
125 52 7312:00 AM 73
340 130 2104 12:00 PM 283
575 287 28812:00 AM 571
722 472 2505 12:00 PM 821
740 624 11612:00 AM 937
673 676 -36 12:00 PM 934
456 638 -18212:00 AM 752
320 574 -2547 12:00 PM 498
245 394 -14912:00 AM 349
192 307 -1158 12:00 PM 234
144 235 -9112:00 AM 143
118 180 -629 12:00 PM 81
95 142 -4712:00 AM 34
80 114 -3410 12:00 PM 0
67 93 -2612:00 AM -
56 77 -2111 12:00 PM -
50 64 -1412:00 AM -
42 55 -13
S/Δt almacenamiento
O (pie^3/s) S/Δt37 052 73
130 283287 571472 821624 937676 934638 752574 498394 349307 234235 143180 81142 34114 0
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Chart Title
S (pies^3)
O (p
ies^
3/s
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Chart Title
S (pies^3)
O (p
ies^
3/s
fecha hora I (pie^3/s) O (pie^3/s) ΔS/Δt S/Δt X= 0.2 X=0.31 12:00 AM -
40 40 0 40 402 12:00 PM -
35 39 -4 38.2 37.812:00 AM -
37 37 0 37 373 12:00 PM 0
125 52 73 66.6 73.912:00 AM 73
340 130 210 172 1934 12:00 PM 283
575 287 288 344.6 373.412:00 AM 571
722 472 250 522 5475 12:00 PM 821
740 624 116 647.2 658.812:00 AM 937
673 676 -3 675.4 675.16 12:00 PM 934
456 638 -182 601.6 583.412:00 AM 752
320 574 -254 523.2 497.87 12:00 PM 498
245 394 -149 364.2 349.312:00 AM 349
192 307 -115 284 272.58 12:00 PM 234
144 235 -91 216.8 207.712:00 AM 143
118 180 -62 167.6 161.49 12:00 PM 81
95 142 -47 132.6 127.912:00 AM 34
80 114 -34 107.2 103.810 12:00 PM 0
67 93 -26 87.8 85.212:00 AM -
56 77 -21 72.8 70.711 12:00 PM -
50 64 -14 61.2 59.812:00 AM -
42 55 -13 52.4 51.1
S/Δt X= 0.273 66.6
283 172571 344.6821 522937 647.2934 675.4752 601.6498 523.2349 364.2234 284143 216.881 167.634 132.6
S/Δt X= 0.273 73.9
283 193571 373.4821 547937 658.8934 675.1752 583.4498 497.8349 349.3234 272.5143 207.781 161.434 127.9
rpta x = 0.3
K=
X=0.4 (reempazas aquí para que obtengas el valor de 0.4)𝑋∗𝐼+(1−𝑋)∗𝑂
0 100 200 300 400 500 600 700 800 900 10000
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66.6
172
344.6
522
647.2675.4601.6
523.2
364.2
284216.8
167.6132.6
S (pies^3)
O (p
ies^
3/s
0 100 200 300 400 500 600 700 800 900 10000
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73.9
193
373.4
547
658.8675.1
583.4
497.8
349.3
272.5207.7
161.4127.9
S (pies^3)
O (p
ies^
3/s)
fecha hora I (pie^3/s) O (pie^3/s)1 12:00 AM
40 0.8 16.4 0 402 12:00 PM
35 0.7 14.35 9.75 3912:00 AM
37 0.74 15.17 14.16 373 12:00 PM
125 2.5 51.25 18.14 5212:00 AM
340 6.8 139.4 43.43 1304 12:00 PM
575 11.5 235.75 110.77 28712:00 AM
722 14.44 296.02 205.75 4725 12:00 PM
740 14.8 303.4 294.45 62412:00 AM
673 13.46 275.93 348.45 6766 12:00 PM
456 9.12 186.96 361.1 63812:00 AM
320 6.4 131.2 316.04 5747 12:00 PM
245 4.9 100.45 257.72 39412:00 AM
192 3.84 78.72 206.35 3078 12:00 PM
144 2.88 59.04 164.13 23512:00 AM
118 2.36 48.38 128.55 1809 12:00 PM
95 1.9 38.95 101.93 14212:00 AM
80 1.6 32.8 81.21 11410 12:00 PM
67 1.34 27.47 65.75 9312:00 AM
56 1.12 22.96 53.77 7711 12:00 PM
50 1 20.5 44.31 6412:00 AM
42 0.84 17.22 37.42 55
CoI2 C1I1 C2O1
Rpta: El caudal pico de salida es 633.50 (pie^3/s)
