供水管网平差计算书Word下载.docx
- 文档编号:21258903
- 上传时间:2023-01-28
- 格式:DOCX
- 页数:68
- 大小:49.85KB
供水管网平差计算书Word下载.docx
《供水管网平差计算书Word下载.docx》由会员分享,可在线阅读,更多相关《供水管网平差计算书Word下载.docx(68页珍藏版)》请在冰豆网上搜索。
21
9.287
754.450
787.671
33.221
22
9.790
753.000
787.735
34.735
23
10.070
755.700
789.332
33.632
24
12.867
752.520
802.936
50.416
25
12.420
800.522
47.522
26
19.301
759.600
800.915
41.315
27
10.126
763.900
798.854
34.954
28
11.804
770.900
798.699
27.799
29
17.063
775.600
799.372
23.772
30
23.945
755.390
791.219
35.829
31
11.021
750.450
788.993
38.543
32
8.112
752.740
785.393
32.653
33
8.951
749.950
784.617
34.667
34
8.503
748.970
784.616
35.646
35
9.063
750.570
785.593
35.023
36
11.580
751.190
786.141
34.951
37
12.364
754.260
787.264
33.004
38
11.692
751.200
789.546
38.346
39
12.252
750.000
794.318
44.318
40
7.832
754.400
795.832
41.432
41
8.727
743.600
786.866
43.266
42
13.035
745.390
786.789
41.399
43
10.909
748.180
784.289
36.109
44
8.559
747.230
783.949
36.719
45
8.671
746.900
783.948
37.048
46
6.881
747.290
784.212
36.922
47
8.391
749.000
788.660
39.660
48
749.500
791.321
41.821
49
5.594
750.910
791.292
40.382
50
9.007
750.300
792.103
41.803
51
11.468
754.590
792.491
37.901
52
14.266
793.806
34.206
53
10.238
769.690
798.371
28.681
54
7.161
741.180
784.977
43.797
55
9.231
743.280
783.944
40.664
56
7.944
742.420
783.334
40.914
57
6.657
745.340
783.453
38.113
58
9.510
744.740
783.341
38.601
59
9.678
743.850
783.361
39.511
60
10.014
744.090
783.753
39.663
61
11.133
745.700
784.062
38.362
62
5.930
746.200
784.309
38.109
63
11.860
748.590
786.088
37.498
64
11.301
746.440
787.898
41.458
65
10.461
747.600
790.081
42.481
66
8.167
746.300
790.669
44.369
67
747.100
791.148
44.048
68
8.783
749.800
791.907
42.107
69
12.028
752.700
791.928
39.228
70
761.300
792.009
30.709
71
6.545
740.000
783.327
43.327
72
6.377
742.000
783.211
41.211
73
10.573
736.300
782.621
46.321
74
737.770
782.553
44.783
75
14.098
738.680
782.470
43.790
76
11.189
738.900
782.483
43.583
77
739.700
782.625
42.925
78
740.640
783.220
42.580
79
741.520
783.715
42.195
80
742.400
784.418
42.018
81
743.350
786.496
43.146
82
10.797
744.480
787.715
43.235
83
746.050
790.233
44.183
84
8.447
745.200
790.547
45.347
85
744.460
790.762
46.302
86
8.895
746.610
791.359
44.749
87
13.818
748.000
791.414
43.414
88
10.182
755.040
791.893
36.853
89
738.000
782.301
44.301
90
8.055
782.348
44.348
91
738.980
44.231
92
740.100
43.615
93
4.923
741.310
784.443
43.133
94
740.450
785.781
45.331
95
11.245
741.800
787.848
46.048
96
743.770
790.286
46.516
97
7.608
742.900
790.991
48.091
98
8.224
742.190
791.728
49.538
99
743.620
791.437
47.817
100
744.590
791.397
46.807
101
746.010
791.404
45.394
102
747.710
791.574
43.864
103
12.811
734.320
782.302
47.982
104
736.330
782.289
45.959
105
10.517
735.200
782.341
47.141
106
736.000
782.954
46.954
107
737.820
783.729
45.909
108
739.210
785.812
46.602
109
739.500
788.730
49.230
110
742.600
791.205
48.605
111
7.552
744.150
791.667
47.517
112
5.538
745.360
792.156
46.796
113
732.200
782.369
50.169
114
734.260
782.869
48.609
115
10.406
735.530
783.829
48.299
116
10.294
737.710
785.933
48.223
117
737.190
788.906
51.716
118
741.140
791.248
50.108
119
740.360
791.986
51.626
120
739.570
792.727
53.157
121
10.629
741.010
792.024
51.014
122
742.050
791.703
49.653
123
743.090
791.530
48.440
124
9.343
744.500
791.534
47.034
125
11.916
732.800
782.868
50.068
126
734.280
784.175
49.895
127
11.077
735.300
786.191
50.891
128
12.308
736.270
790.993
54.723
129
737.980
792.188
54.208
130
5.706
739.470
792.932
53.462
131
738.300
793.231
54.931
132
792.927
53.357
133
9.454
740.490
792.298
51.808
134
742.770
791.834
49.064
135
7.776
743.180
791.752
48.572
136
11.636
733.000
786.486
53.486
137
16.616
733.670
790.126
56.456
138
13.594
735.390
792.294
56.904
139
12.531
737.450
794.609
57.159
140
738.800
794.143
55.343
141
739.830
793.406
53.576
142
741.150
792.409
51.259
143
742.630
792.213
49.583
144
13.539
731.880
793.525
61.645
145
14.378
735.840
796.252
60.412
146
13.427
737.080
796.360
59.280
147
12.923
737.990
794.912
56.922
148
13.203
739.190
793.606
54.416
149
12.476
740.390
793.176
52.786
150
4.195
734.230
798.302
64.072
151
735.620
797.702
62.082
152
736.600
797.533
60.933
153
737.840
795.662
57.822
154
3.580
798.308
64.078
155
4.083
743.000
786.069
43.069
156
9.986
868.596
96.196
157
13.790
850.990
77.540
158
9.762
850.809
78.649
159
4.251
851.912
79.912
160
13.762
851.000
79.000
161
21.763
797.296
33.166
三、管道参数
管道编号
管径(mm)
管长(m)
流速(m/s)
千米损失(m)
管道损失(m)
1-159
600
2000.0
276.198
1.082
1.934
3.868
2-4
400
2500.0
90.446
0.785
1.687
4.217
2-156
257.295
1.008
1.696
4.241
3-150
700
210.0
341.759
1.014
1.462
0.307
5-157
5.0
12.447
0.857
6.523
0.033
5-4
900.0
22.531
1.551
19.553
17.597
6-5
600.0
1.665
0.115
0.158
0.095
7-159
300
10.0
240.988
4.272
58.408
0.584
7-1
298.011
1.168
2.226
4.452
8-7
200
1200.0
82.983
2.896
42.010
50.412
8-160
82.692
2.886
41.737
50.085
9-10
370.0
15.704
1.081
10.027
3.710
9-158
390.0
30.419
2.094
34.071
13.288
9-157
960.0
18.830
1.296
14.030
13.469
10-160
500.0
339.963
2.951
19.537
9.769
11-17
250
380.0
76.338
1.716
12.385
4.706
11-161
58.627
0.509
0.756
0.008
12-11
510.0
22.746
0.403
0.741
0.378
13-12
480.0
49.549
1.729
16.182
7.767
14-9
440.0
52.869
1.845
18.245
8.028
14-13
88.353
3.084
47.177
24.060
15-10
317.322
2.754
17.199
6.363
15-14
310.0
124.985
2.216
17.337
5.374
16-15
186.072
3.299
36.198
15.927
16-25
32.438
2.233
38.372
18.419
17-21
460.0
70.448
1.584
10.676
4.911
18-17
1.494
0.103
0.129
0.062
18-12
340.0
19.362
1.333
14.772
5.023
19-13
31.532
2.171
36.412
11.288
19-18
490.0
8.275
0.570
3.065
1.502
20-33
580.0
2.678
0.093
0.073
0.042
20-21
13.636
0.939
7.722
3.012
20-34
350.0
3.574
0.125
0.044
21-35
51.305
1.153
5.938
2.078
21-22
3.780
0.132
0.139
0.064
22-23
21.560
0.752
3.471
1.597
22-18
16.242
1.118
10.672
4.909
23-19
450.0
16.264
1.120
10.698
4.814
24-14
700.0
78.536
2.741
37.940
26.558
24-23
26.650
1.835
26.676
13.605
25-24
690.0
8.888
0.612
3.499
2.414
26-16
800.0
144.012
2.553
22.533
18.026
26-8
4.156
0.016
0.001
26-40
49.900
1.742
16.395
5.082
26-25
660.0
20.189
0.358
0.595
0.392
27-26
58.777
1.042
4.294
2.061
27-51
710.0
36.001
1.256
8.962
28-52
850.0
28.339
0.989
5.756
4.893
28-27
620.0
12.650
0.224
0.250
0.155
29-28
640.0
27.493
0.487
1.053
0.674
29-8
500
1770.0
131.400
0.653
0.872
1.543
30-31
780.0
120.193
1.043
2.854
30-161
3000.0
207.235
1.031
2.026
6.077
31-32
740.0
46.064
1.035
4.865
3.600
31-42
63.107
1.119
4.897
2.204
33-32
250.0
20.294
0.708
3.104
0.776
33-44
13.463
0.470
1.453
0.668
34-45
13.462
1.452
34-33
0.558
0.019
0.004
35-46
430.0
36.796
0.827
3.210
1.380
35-34
400.0
17.832
0.622
2.443
0.977
36-35
12.386
0.432
1.245
0.548
36-22
24.232
0.846
4.309
1.594
37-36
18.044
0.630
2.497
1.124
37-23
11.284
0.777
5.440
2.067
38-24
30.130
2.074
33.475
13.390
38-37
520.0
24.474
0.854
4.389
2.282
39-38
720.0
12.554
0.864
6.627
4.771
39-25
49.096
1.714
15.909
6.205
40-39
650.0
7.136
0.491
2.330
1.515
40-50
34.933
1.219
8.476
3.730
41-42
3.229
0.113
0.104
0.077
41-30
63.097
1.418
8.707
4.353
42-43
750.0
21.093
0.736
3.333
2.500
42-55
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 供水 管网 计算