Реферат Споруди и обладнання водопостачання

0.118

7-4

1450

500

187.1684

7.668

-11.119

0.0594

185.8284

7.559

-10.961

0.059

В 

Dh = -3.0475

S h/q = 0.3675

Dh = -2.24

S h/q = 0.348

В 

Dq до = -4.15

Dq до = -3.218

2

4-7

1450

500

187.1684

7.668

+11.119

0.0594

185.8284

7.559

+10.961

0.059

7-3

1200

300

57.8538

8.533

-10.24

0.1770

57.4138

8.412

-10.094

0.176

4-3

600

300

100

9.483

-5.69

0.0569

97.19

8.958

-5.375

0.055

В 

Dh = -1.6

S h/q = 0.2839

Dh = -1.5

S h/q = 0.29

В 

Dq до = -2.81

Dq до = -2.57

3

7-3

1200

300

57.8538

8.533

+10.24

0.1770

57.4138

8.412

+10.094

0.176

7-1

850

350

130.3882

7.42

-6.307

0.0484

128.0182

7.152

-6.08

0.047

1-2

690

250

36.4482

11.019

-7.603

0.2086

34.0782

9.719

-6.708

0.197

2-3

600

300

99.3308

9.357

-5.614

0.0565

96.9608

8.915

-5.349

0.055

В 

Dh = -2.32

S h/q = 0.4905

Dh = -2.01

S h/q = 0.475

В 

Dq до = -2.37