Курсовая работа: Споруди і обладнання водопостачання
витрата
вода водопровідний мережа
Шосте наближення |
^q, л/с |
1000i, м / км |
h = 1000і× l, м
|
h /q |
230.944 |
6.327 |
+20.244 |
0.0876 |
30.5064 |
2.616 |
+1.931 |
0.0632 |
249.694 |
7.396 |
-22.184 |
0.0888 |
|
|
Dh =-0.003 |
S h /q =0.2388 |
|
|
Dqк =-0.00628
|
30.5064 |
2.616 |
-1.831 |
0.0632 |
156.604 |
10.703 |
+14.45 |
0.0922 |
45.312 |
5.414 |
-4.494 |
0.0991 |
183.0404 |
7.334 |
-10.634 |
0.058 |
|
|
Dh =-0.45 |
S h /q =0.3056 |
|
|
Dqк =-0.7362
|
183.0404 |
7.334 |
+10.634 |
0.058 |
58.0338 |
8.583 |
-10.299 |
0.177 |
89.44 |
7.586 |
-1.638 |
0.018 |
|
|
Dh =-0.43 |
S h /q =0.253 |
|
|
Dqк =-0.8498
|
58.0338 |
8.583 |
+10.299 |
0.177 |
118.7382 |
6.153 |
-5.23 |
0.044 |
24.7082 |
5.357 |
-3.696 |
0.14 |
87.5908 |
7.276 |
-4.365 |
0.049 |
|
|
Dh =-0.74 |
S h /q =0.41 |
|
|
Dqк =-1
|
Сьоме наближення |
^q, л/с |
1000i, м / км |
h = 1000і× l, м
|
h /q |
230.95 |
6.327 |
+20.244 |
0.0876 |
29.7824 |
2.616 |
+1.731 |
0.0623 |
249.698 |
7.396 |
-21.184 |
0.0872 |
|
|
Dh =0.004 |
S h /q =0.2371 |
|
|
Dqк =0.0016
|
29.7824 |
2.616 |
-1.631 |
0.0623 |
157.604 |
10.703 |
+14.46 |
0.0921 |
44.123 |
5.414 |
-4.194 |
0.0987 |
184.154 |
7.534 |
-10.826 |
0.0596 |
|
|
Dh =-0.25 |
S h /q =0.2942 |
|
|
Dqк =-0.354
|
184.154 |
7.534 |
+10.826 |
0.0596 |
58.184 |
8.583 |
-10.299 |
0.177 |
88.45 |
7.586 |
-1.456 |
0.018 |
|
|
Dh =-0.23 |
S h /q =0.176 |
|
|
Dqк =-0.4238
|
58.184 |
8.583 |
+10.299 |
0.177 |
117.7382 |
6.151 |
-5.1 |
0.044 |
23.6082 |
5.355 |
-3.243 |
0.14 |
86.4968 |
7.254 |
-4.12 |
0.049 |
|
|
Dh =-0.46 |
S h /q =0.26082 |
|
|
Dqк =-0.567
|
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