Споруди і обладнання водопостачання
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Шосте наближення
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^q, л/с
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1000i, м / км
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h = 1000і× l, м
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h /q
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267.5234
|
4.85
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+15.519
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0.058
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|
47.7052
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5.956
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+4.169
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0.087
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303.6706
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6.249
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-18.746
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0.0617
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Dh =0.314
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S h /q =0.2067
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|
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Dqк =0.7596
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47.7052
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5.956
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-4.169
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0.087
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158.5292
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5.501
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+7.427
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0.047
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9.2042
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8.842
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+7.339
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0.7974
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232.0263
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6.385
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-9.259
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0.0399
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Dh =0.3345
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S h /q =0.9713
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Dqк =0.1722
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232.0263
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6.385
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+9.259
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0.0399
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62.6136
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3.902
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+4.687
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0.075
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92.2749
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21.52
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-12.912
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0.1399
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Dh =0.3446
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S h /q =0.2548
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Dqк =0.677
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62.6136
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3.906
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-4.687
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0.075
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109.4125
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5.228
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+4.495
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0.041
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32.4125
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8.853
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+6.108
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0.1884
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94.2385
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8.422
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-5.053
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0.0536
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Dh =0.22
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S h /q =0.358
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Dqк =0.3072
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Сьоме наближення
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^q, л/с
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1000i, м / км
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h = 1000і× l, м
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h /q
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|
266.7638
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4.822
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+15.431
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0.0578
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|
47.1178
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5.821
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+4.075
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0.0865
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304.4302
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6.28
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-18.84
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0.0619
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Dh =0.22
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S h /q =0.2062
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Dqк =0.534
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47.1178
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5.821
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-4.075
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0.0865
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158.357
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5.489
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+7.411
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0.0468
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|
9.032
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8.541
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+7.089
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0.7849
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231.5215
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6.358
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-9.219
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0.0398
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Dh =0.3
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S h /q =0.958
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Dqк =0.1566
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231.5215
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6.358
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+9.219
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0.0398
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62.2438
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3.863
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+4.636
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0.0745
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92.9519
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21.836
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-13.102
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0.1409
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Dh =0.251
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S h /q =0.2549
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Dqк =0.4923
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62.2438
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3.863
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-4.636
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0.0745
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109.1053
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5.26
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+4.471
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0.0409
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32.1053
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8.697
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+6.001
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0.1869
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94.5457
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8.477
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-5.086
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0.0537
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Dh =0.1875
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S h /q =0.356
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Dqк =0.2633
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Восьме наближення
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^q, л/с
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1000i, м / км
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h = 1000і× l, м
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h /q
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266.2298
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4.803
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+15.369
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0.0577
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46.7407
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5.735
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+4.014
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0.0859
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304.9642
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6.302
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-18.906
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0.062
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Dh =0.159
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S h /q =0.2056
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Dqк =0.386
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46.7407
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5.735
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-4.014
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0.0859
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158.2004
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5.478
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+7.396
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0.0468
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8.8754
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8.271
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+6.865
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0.7735
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231.1858
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6.339
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-9.192
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0.0398
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Dh =0.26
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S h /q =0.946
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Dqк =0.137
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231.1858
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6.339
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+9.192
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0.0398
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62.0148
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3.837
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+4.604
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0.0742
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93.4442
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22.068
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-13.241
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0.1417
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Dh =0.185
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S h /q =0.2557
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Dqк =0.3618
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62.0148
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3.837
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-4.604
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0.0742
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108.842
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5.236
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+4.451
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0.041
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31.842
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8.565
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+5.91
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0.1856
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94.809
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8.524
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-5.114
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0.0539
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Dh =0.16
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S h /q =0.3537
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Dqк =0.226
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Дев’яте наближення
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^q, л/с
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1000i, м / км
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h = 1000і× l, м
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h /q
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265.8438
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4.789
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+15.324
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0.0576
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46.4917
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5.678
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+3.975
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0.0855
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305.3502
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6.318
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-18.954
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0.0621
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Dh =0.11
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S h /q =0.2052
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Dqк =0.268
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46.4917
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5.678
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-3.975
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0.0855
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158.0634
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5.469
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+7.383
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0.0467
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8.7384
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8.039
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+6.672
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0.7635
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230.961
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6.327
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-9.174
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0.0397
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Dh =0.18
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S h /q =0.9354
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Dqк =0.0962
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230.961
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6.327
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+9.174
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0.0397
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61.879
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3.821
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+4.586
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0.0741
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93.806
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22.24
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-13.344
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0.1423
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Dh =0.14
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S h /q =0.2561
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Dqк =0.2733
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61.879
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3.821
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-4.586
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0.0741
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108.616
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5.216
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+4.434
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0.0408
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31.616
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8.452
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+5.832
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0.1845
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95.035
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8.565
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-5.139
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0.0541
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Dh =0.13
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S h /q =0.3535
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Dqк =0.1839
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SDh =0.56
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кільця
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№ ділянки
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L, м
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D, мм
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Попереднє потокорозподілення
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перше наближення
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|
q, л/с
|
1000i, м / км
|
h = 1000і× l, м
|
h /q
|
q, л/с
|
1000i, м / км
|
h = 1000і× l, м
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h /q
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0
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НС - 5
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3200
|
500
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332.32
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7.483
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+23.947
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0.072
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327.95
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7.288
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+23.321
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0.07
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5—4
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700
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250
|
50
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6.5
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+4.55
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0.091
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46.4675
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5.673
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+3.971
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0.085
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НС - 4
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3000
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500
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332.32
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7.483
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-22.45
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0.067
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336.69
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7.681
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-23.044
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0.068
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Dh =2.01
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S h /q =0.23
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Dh =1.416
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S h /q =0.223
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Dqк =4.37
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Dqк =3.175
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1
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5—4
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700
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250
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50
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6.5
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-4.55
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0.091
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46.4675
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5.673
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-3.971
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0.085
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5—6
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1350
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450
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221.025
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5.794
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+7.822
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0.035
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220.1875
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5.75
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+7.763
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0.035
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6—7
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830
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250
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12.671
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15.965
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+13.251
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1.046
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11.8335
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14.06
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+11.67
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0.986
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7—4
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1450
|
500
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293.32
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5.83
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-8.453
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0.028
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284.5375
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5.486
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-7.955
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0.027
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Dh =2.01
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S h /q =1.2
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Dh =1.88
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S h /q =1.133
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Dqк =0.8375
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Dqк =0.8297
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2
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4—7
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1450
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500
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293.32
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5.83
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+8.453
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0.028
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284.5375
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5.486
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+7.955
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0.027
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7—3
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1200
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300
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97.291
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8.976
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+10.771
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0.11
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86.91
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7.191
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+8.63
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0.099
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4—3
|
600
|
300
|
62
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9.715
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-5.829
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0.094
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71.62
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12.964
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-7.778
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0.108
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Dh =4.465
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S h /q =0.232
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Dh =2.94
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S h /q =0.234
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Dqк =9.62
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Dqк =6.282
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3
|
7—3
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1200
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300
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97.291
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8.976
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-10.771
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0.11
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86.91
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7.191
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-8.63
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0.099
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|
7—1
|
850
|
350
|
140
|
8.554
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+7.271
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0.052
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140.761
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8.647
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+7.35
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0.0522
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|
1—2
|
690
|
250
|
63
|
10.031
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+6.921
|
0.1098
|
63.761
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10.275
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+7.09
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0.11
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2—3
|
600
|
300
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97.541
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9.002
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-5.413
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0.0555
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96.78
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8.882
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-5.329
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0.055
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|
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Dh =-0.498
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S h /q =0.3273
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Dh =0.12
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S h /q =0.3162
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Dqк =-0.761
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Dqк =0.1897
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Страницы: 1, 2, 3, 4, 5, 6, 7, 8, 9
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