cuadro 3-a, 3-b, 3-c, 3-d y 3-e.xls
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8/16/2019 CUADRO 3-A, 3-B, 3-C, 3-D y 3-E.xls
1/5
Cuadro Nº 03 - A
Evaluación del Diametro de Equilibrio del Solido de Fondo del Rio Zaña
ramo! "#000 al 0#0$0% Con &n'luencia de la (ocatoma )ro*ectada
Con+tante de Equilibrio! ",./
,0$1
Sección (c2 A R Dm
4idr5ulica
6m7 6m7 6m7 6m8m7 6mm7
"#000 274.22 354.30 1.29 0.000292 4.86
0#/1 241.27 338.86 1.40 0.000286 5.16
0#/0 184.66 268.94 1.45 0.000434 8.11
0#/, 168.44 270.57 1.59 0.000377 7.73
0#/00 197.00 285.34 1.44 0.000389 7.22
0#.1 204.62 297.53 1.44 0.000356 6.61
0#.0 204.88 212.92 1.03 0.001080 14.34
0#., 170.98 174.20 1.02 0.001655 21.770#.00 124.36 159.45 1.28 0.001463 24.15
0#11 116.49 218.52 1.87 0.000468 11.29
0#10 141.80 259.76 1.82 0.000342 8.03
0#1, 199.30 343.66 1.72 0.000211 4.68
0#100 202.23 320.57 1.57 0.000275 5.57
0#9, 194.96 308.56 1.56 0.000300 6.03
0#90 222.42 319.52 1.41 0.000319 5.80
0#9, 198.93 230.02 1.14 0.000818 12.02
0#900 110.66 181.83 1.62 0.000816 17.05
0#1 103.88 177.86 1.70 0.000803 17.60
0#0 112.10 203.46 1.80 0.000566 13.14
0#, 84.40 127.15 1.47 0.001902 36.05
0#00 124.77 220.70 1.76 0.000497 11.28
0#$1 139.11 263.16 1.88 0.000320 7.760#$0 153.26 255.51 1.65 0.000405 8.62
0#$, 158.29 251.29 1.56 0.000451 9.07
0#$00 161.15 259.43 1.57 0.000417 8.44
0#31 162.25 258.74 1.56 0.000423 8.51
0#30 183.47 328.85 1.76 0.000223 5.06
0#3, 274.03 463.96 1.67 0.000120 2.58
0#300 275.54 553.21 1.98 0.000067 1.71
0#,1 231.37 474.56 2.04 0.000088 2.31
0#,0 170.79 308.73 1.78 0.000251 5.76
0#,, 87.14 204.33 2.26 0.000414 12.07
0#,00 97.07 221.11 2.22 0.000364 10.42
0#"11 107.74 263.58 2.39 0.000148 4.56
0#"10 106.31 270.46 2.49 0.000133 4.27
0#"90 105.92 278.04 2.57 0.000121 4.01
0#"0 104.13 281.86 2.64 0.000113 3.85
0#"$0 104.94 288.24 2.68 0.000107 3.70
0#"30 106.29 298.29 2.74 0.000097 3.43
0#",0 107.25 304.85 2.77 0.000091 3.25
0#""0 103.41 314.27 2.94 0.000079 2.99
0#"00 103.38 314.18 2.94 0.000079 2.99
0#0/0 99.20 319.94 3.03 0.000073 2.85
0#0.0 96.43 319.54 3.10 0.000072 2.88
0#010 102.05 340.05 3.09 0.000063 2.51
0#090 100.42 343.23 3.14 0.000061 2.47
0#00 102.30 351.00 3.21 0.000057 2.36
0#0$ 80.00 314.79 3.58 0.000061 2.82
0#0$0 80.00 318.79 3.62 0.000058 2.71
Dm5: 390
Bcp: Ancho del Espejo de Agua Dmed 1."
Dm;n "1"
Di5metro deEquilibrioCaudal de Evaluación% 6m3 8+7!
6m,7
-
8/16/2019 CUADRO 3-A, 3-B, 3-C, 3-D y 3-E.xls
2/5
Cuadro Nº 03 - (
Evaluación del Diametro de Equilibrio del Solido de Fondo del Rio Zaña
ramo! "#000 al 0#0$0% Con &n'luencia de la (ocatoma )ro*ectada
Con+tante de Equilibrio! ",./
,3"00
Sección (c2 A R Dm
4idr5ulica
6m7 6m7 6m7 6m8m7 6mm7
"#000 390.02 274.22 1.42 0.000270 4.94
0#/1 370.86 249.60 1.48 0.000282 5.38
0#/0 293.13 189.38 1.54 0.000429 8.52
0#/, 292.63 173.84 1.67 0.000386 8.31
0#/00 311.36 205.64 1.50 0.000392 7.58
0#.1 324.50 212.56 1.51 0.000357 6.95
0#.0 240.49 213.54 1.12 0.000971 14.02
0#., 198.64 186.68 1.06 0.001531 20.930#.00 177.67 154.85 1.14 0.001732 25.46
0#11 233.37 118.05 1.97 0.000487 12.37
0#10 277.91 142.93 1.93 0.000352 8.76
0#1, 369.53 203.06 1.81 0.000216 5.04
0#100 346.96 207.38 1.65 0.000278 5.91
0#9, 335.20 217.51 1.51 0.000334 6.50
0#90 348.69 233.94 1.46 0.000325 6.12
0#9, 256.28 210.19 1.20 0.000782 12.10
0#900 195.52 112.70 1.71 0.000836 18.43
0#1 190.72 108.60 1.74 0.000859 19.27
0#0 217.04 112.76 1.91 0.000585 14.41
0#, 136.62 84.71 1.57 0.001918 38.83
0#00 235.37 125.21 1.87 0.000513 12.37
0#$1 279.58 139.59 1.99 0.000335 8.600#$0 273.66 154.55 1.75 0.000415 9.36
0#$, 269.98 158.89 1.66 0.000455 9.74
0#$00 278.46 161.72 1.68 0.000422 9.14
0#31 277.89 162.86 1.67 0.000427 9.20
0#30 350.68 191.56 1.80 0.000243 5.64
0#3, 496.53 274.42 1.78 0.000122 2.80
0#300 585.95 275.61 2.10 0.000071 1.92
0#,1 501.96 231.84 2.15 0.000094 2.61
0#,0 328.75 172.80 1.87 0.000263 6.34
0#,, 213.96 88.09 2.34 0.000459 13.85
0#,00 231.90 98.66 2.29 0.000404 11.93
0#"11 275.56 108.58 2.48 0.000164 5.24
0#"10 282.27 108.33 2.55 0.000151 4.97
0#"90 289.76 106.36 2.67 0.000135 4.650#"0 293.37 104.62 2.73 0.000127 4.47
0#"$0 299.86 105.45 2.77 0.000120 4.29
0#"30 310.03 106.46 2.84 0.000108 3.96
0#",0 316.70 107.41 2.87 0.000102 3.77
0#""0 325.84 106.36 2.96 0.000093 3.55
0#"00 325.74 106.36 2.96 0.000093 3.55
0#0/0 330.90 99.86 3.11 0.000084 3.37
0#0.0 330.35 100.41 3.08 0.000086 3.42
0#010 351.45 107.67 3.03 0.000077 3.01
0#090 354.63 104.79 3.12 0.000073 2.94
0#00 362.31 102.95 3.29 0.000065 2.76
0#0$ 323.49 80.00 3.67 0.000071 3.36
0#0$0 327.50 80.00 3.71 0.000068 3.25
Dm5: 3..3Bcp: Ancho del Espejo de Agua Dmed .$
Dm;n "/,
Di5metro de
EquilibrioCaudal de Evaluación% 6m3 8+7!
6m,7
-
8/16/2019 CUADRO 3-A, 3-B, 3-C, 3-D y 3-E.xls
3/5
Cuadro Nº 03 - C
Evaluación del Diametro de Equilibrio del Solido de Fondo del Rio Zaña
ramo! "#000 al 0#0$0% Con &n'luencia de la (ocatoma )ro*ectada
Con+tante de Equilibrio! ",./
,1900
Sección (c2 A R Dm
4idr5ulica
6m7 6m7 6m7 6m8m7 6mm7
"#000 447.66 274.22 1.62 0.000244 5.10
0#/1 424.13 256.92 1.64 0.000268 5.67
0#/0 333.52 197.01 1.68 0.000420 9.10
0#/, 329.75 182.77 1.79 0.000396 9.14
0#/00 355.82 219.63 1.60 0.000392 8.09
0#.1 370.30 225.39 1.63 0.000356 7.48
0#.0 287.41 227.49 1.26 0.000833 13.53
0#., 241.99 207.52 1.16 0.001305 19.520#.00 217.65 195.28 1.11 0.001712 24.50
0#11 262.18 157.57 1.66 0.000692 14.81
0#10 308.31 145.94 2.10 0.000365 9.88
0#1, 413.43 209.29 1.97 0.000221 5.61
0#100 391.49 210.82 1.83 0.000272 6.42
0#9, 384.44 243.33 1.55 0.000351 7.02
0#90 400.81 254.84 1.54 0.000327 6.49
0#9, 303.53 229.07 1.30 0.000713 11.95
0#900 220.60 149.08 1.46 0.001158 21.80
0#1 212.20 109.18 1.92 0.000868 21.49
0#0 239.46 113.84 2.09 0.000610 16.44
0#, 152.27 85.21 1.74 0.001929 43.28
0#00 259.58 125.94 2.05 0.000533 14.09
0#$1 306.70 140.37 2.17 0.000354 9.910#$0 303.86 156.65 1.91 0.000426 10.49
0#$, 300.93 159.93 1.84 0.000458 10.87
0#$00 309.96 162.64 1.86 0.000426 10.22
0#31 309.62 163.87 1.85 0.000430 10.26
0#30 389.98 208.74 1.83 0.000273 6.44
0#3, 550.29 274.68 1.97 0.000124 3.15
0#300 639.94 275.72 2.29 0.000076 2.24
0#,1 547.26 232.62 2.33 0.000101 3.03
0#,0 362.30 176.11 2.02 0.000279 7.27
0#,, 230.04 89.66 2.47 0.000529 16.85
0#,00 249.87 99.74 2.43 0.000457 14.32
0#"11 295.42 110.15 2.62 0.000190 6.42
0#"10 302.16 109.47 2.70 0.000174 6.06
0#"90 309.23 107.08 2.82 0.000156 5.670#"0 312.48 105.23 2.89 0.000149 5.55
0#"$0 319.10 105.74 2.93 0.000140 5.29
0#"30 329.47 106.75 3.00 0.000127 4.91
0#",0 336.30 107.67 3.04 0.000120 4.70
0#""0 345.27 106.75 3.12 0.000110 4.43
0#"00 345.15 106.74 3.12 0.000110 4.43
0#0/0 349.14 103.10 3.18 0.000105 4.31
0#0.0 348.61 100.82 3.23 0.000103 4.29
0#010 371.18 109.05 3.16 0.000093 3.79
0#090 373.78 106.73 3.23 0.000090 3.75
0#00 381.41 107.07 3.33 0.000083 3.56
0#0$ 337.86 80.00 3.82 0.000088 4.33
0#0$0 341.86 80.00 3.86 0.000084 4.18
Dm5: $3,.Bcp: Ancho del Espejo de Agua Dmed /$3
Dm;n ,,$
Di5metro de
EquilibrioCaudal de Evaluación% 6m3 8+7!
6m,7
-
8/16/2019 CUADRO 3-A, 3-B, 3-C, 3-D y 3-E.xls
4/5
-
8/16/2019 CUADRO 3-A, 3-B, 3-C, 3-D y 3-E.xls
5/5
Cuadro Nº 03 - E
Evaluación del Diametro de Equilibrio del Solido de Fondo del Rio Zaña
ramo! "#000 al 0#0$0% Con &n'luencia de la (ocatoma )ro*ectada
Con+tante de Equilibrio! ",./
39900
Sección (c2 A R Dm
4idr5ulica
6m7 6m7 6m7 6m8m7 6mm7
"#000 549.46 274.22 1.99 0.000218 5.59
0#/1 521.99 269.87 1.92 0.000253 6.26
0#/0 410.54 219.20 1.86 0.000427 10.24
0#/, 399.90 198.89 1.99 0.000410 10.52
0#/00 441.50 244.35 1.79 0.000388 8.96
0#.1 457.85 249.23 1.82 0.000353 8.28
0#.0 377.08 251.69 1.49 0.000679 13.05
0#., 328.64 243.88 1.34 0.001028 17.760#.00 304.93 242.53 1.25 0.001307 21.07
0#11 339.65 235.13 1.44 0.000875 16.25
0#10 371.79 197.35 1.87 0.000514 12.39
0#1, 495.75 224.05 2.20 0.000233 6.61
0#100 481.63 271.29 1.75 0.000335 7.56
0#9, 486.35 282.07 1.69 0.000344 7.50
0#90 504.78 287.79 1.72 0.000313 6.94
0#9, 398.43 262.12 1.49 0.000607 11.66
0#900 300.50 231.87 1.28 0.001307 21.57
0#1 252.91 116.72 2.14 0.000933 25.75
0#0 281.23 115.84 2.41 0.000644 20.01
0#, 181.33 86.13 2.04 0.001933 50.85
0#00 305.81 132.20 2.29 0.000580 17.13
0#$1 357.03 142.59 2.48 0.000384 12.280#$0 360.54 160.41 2.21 0.000438 12.48
0#$, 358.45 161.84 2.15 0.000459 12.73
0#$00 368.44 164.32 2.18 0.000429 12.06
0#31 369.02 169.77 2.12 0.000443 12.11
0#30 465.97 216.78 2.10 0.000281 7.61
0#3, 649.74 275.03 2.32 0.000126 3.77
0#300 739.76 275.92 2.64 0.000082 2.79
0#,1 631.46 235.77 2.65 0.000112 3.83
0#,0 426.01 182.05 2.29 0.000299 8.83
0#,, 260.82 103.32 2.43 0.000739 23.16
0#,00 284.12 104.59 2.63 0.000560 18.99
0#"11 332.35 110.51 2.93 0.000227 8.58
0#"10 338.87 109.85 3.00 0.000211 8.16
0#"90 345.25 108.25 3.11 0.000194 7.780#"0 347.84 106.40 3.17 0.000186 7.60
0#"$0 354.51 106.26 3.23 0.000175 7.29
0#"30 365.24 107.28 3.30 0.000160 6.81
0#",0 372.38 108.14 3.34 0.000152 6.55
0#""0 381.08 107.45 3.41 0.000141 6.20
0#"00 380.92 107.45 3.41 0.000141 6.20
0#0/0 384.72 107.15 3.36 0.000141 6.11
0#0.0 383.80 106.39 3.37 0.000141 6.13
0#010 408.03 111.58 3.39 0.000124 5.42
0#090 410.17 113.07 3.35 0.000125 5.40
0#00 418.05 111.40 3.51 0.000113 5.11
0#0$ 364.09 80.00 4.09 0.000121 6.38
0#0$0 368.11 80.00 4.13 0.000117 6.23
Dm5: 0.Bcp: Ancho del Espejo de Agua Dmed ""01
Dm;n ,1/
Di5metro de
EquilibrioCaudal de Evaluación% 6m3 8+7!
6m,7
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