给水管网平差计算表 -
合集下载
相关主题
- 1、下载文档前请自行甄别文档内容的完整性，平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益，请联系客服反馈,我们会尽快为您处理(人工客服工作时间：9:00-18:30)。
60.72 -101.88
-14.08 -101.54
136.35 96.09
-60.38 -96.09
17.56 -32.17 -78.36
第一次校正
h
｜sq｜
△h △q(L/S) 调整流量q
第二次校正 h
-2.59 15.39332 5.40 383.86 1.53 5.31877
-2.60 11.26742 -5.54 350.8848
环号 管段 管长
0-4 1275
1-2 765
1
2-3 675 3-4 710
1-4 715
3-6 550
2
5-6 710 4-5 550
3-4 710
6-7 905
3
3-6 550 3-8 450
8-7 890
8-3 450
4
8-9 525 9-2 485
2-3 675
11-8 425
5
8-9 680 9-12 425
-101.92 -12.01
-102.63 135.29 95.89 -61.47 -95.89 16.67 -33.06 -79.25
-2.66 3.93 1.48 -2.64 -3.59 2.76 2.05 -1.48 9.72 3.59 -2.50 -12.83 2.50 5.21 -2.28 -3.93 -1.00 2.78 0.87 -2.63 -0.87 12.35 -5.04 -6.39
-12 -3.9
94.8464
-111.16 -1.2
151.7542
124.23 2.3
94.8464
79.3 0.6
697.1335
-70 -3.4
94.8464
-79.3 -0.6
########## 24.73 27.2
4609.2830
-25 -2.9
1016.9948 -71.19 -5.2
第二次校正
第二次校 正
｜sq｜ △h △q(L/S) 调整流量 h
｜sq｜ △h △q(L/S) 调整流量q
15.5856 327.4766
5.2212 11.3702 282.4385 15.3163 8.7764 5.2212 94.9524 282.4385 15.8481 678.9875 15.8481 85.8381 22.3865 327.4766 9.7338 20.5311 9.0952 42.8509 9.0952 740.8364 152.3888 80.5981
0.11 -0.25 -2.02
1.49 0.02 0.05
-0.15 0.41 0.94 -1.65 -0.10
-170.58 13.52
282.04 -232.67
-13.25 180.87 233.73 -282.04 103.28
13.25 -155.21
-17.95 155.21
12-11 680
12-9 425
6
9-10 1062 10-13 4496
13-12 992
管径 比阻a
700 0.0115 450 0.1195 150 40.3893 600 0.0260 500 0.0684 150 40.3893 450 0.1195 500 0.0684 600 0.0260 300 1.0252 150 40.3893 400 0.2232 150 40.3893 400 0.2232 250 2.6944 350 0.4529 150 40.3893 400 0.2232 400 0.2232 400 0.2232 300 1.0252 400 0.2232 150 41.8500 300 1.0252 300 1.0252
△h △q(L/S) 调整流量q
0.3 -0.41
-0.1
0.14
ຫໍສະໝຸດ Baidu
-9.4
3.94
2.3 -2.49
-1.6
9.62
18.5 -7.17
-168.32 14.08
287.88 -230.41
-15.80 177.28 230.14 -287.88 102.25
15.80 -157.94
-18.98 157.94
｜sq｜
5.4325 15.3554 327.1531 5.3290 11.2472 266.5692 15.0348 8.6517 5.3290 91.2123 266.5692 16.5069 823.8927 16.5069 89.4155 21.8310 327.1531 10.5431 18.8524 7.5213 48.7993 7.5213 1099.1174 115.2321 72.3999
2.67 15.0467 1.99 8.65692 -1.53 5.31877 9.70 94.86368 5.54 350.8848 -2.51 15.8612 -12.96 682.4243 2.51 15.8612 5.21 85.88675 -2.28 22.37892 -5.40 383.86 -0.98 9.63055 2.82 20.6911 0.88 9.113569 -2.54 42.09182 -0.88 9.113569 13.71 780.6216 -4.77 148.2627 -6.24 79.68776
1.75 -2.41 -0.22 0.03 0.18 1.82
-2.10 3.18 0.10 -0.03 -1.09 -0.90
-170.43 12.01 282.60
-232.52 -12.71 180.46 233.32
-282.60 102.34 12.71
-157.81 -18.89 157.81 60.68
摩阻s
初步分配流量
q
h
14.6568
370.645 2.0
91.4502
-167.91 -2.6
##########
12 3.9
18.4759
288.43 1.5
48.9007
-230 -2.6
##########
-12 -3.2
84.8754
177.14 2.7
37.6159
230 2.0
18.4759
-288.43 -1.5
927.8027
98.31 9.0
##########
12 3.2
100.4256 -164.37 -2.7
########## -22.92 -18.9
100.4256
164.37 2.7
1414.5783
63.21 5.7
219.6498
-99.39 -2.2
##########
-14.08 -101.54
136.35 96.09
-60.38 -96.09
17.56 -32.17 -78.36
第一次校正
h
｜sq｜
△h △q(L/S) 调整流量q
第二次校正 h
-2.59 15.39332 5.40 383.86 1.53 5.31877
-2.60 11.26742 -5.54 350.8848
环号 管段 管长
0-4 1275
1-2 765
1
2-3 675 3-4 710
1-4 715
3-6 550
2
5-6 710 4-5 550
3-4 710
6-7 905
3
3-6 550 3-8 450
8-7 890
8-3 450
4
8-9 525 9-2 485
2-3 675
11-8 425
5
8-9 680 9-12 425
-101.92 -12.01
-102.63 135.29 95.89 -61.47 -95.89 16.67 -33.06 -79.25
-2.66 3.93 1.48 -2.64 -3.59 2.76 2.05 -1.48 9.72 3.59 -2.50 -12.83 2.50 5.21 -2.28 -3.93 -1.00 2.78 0.87 -2.63 -0.87 12.35 -5.04 -6.39
-12 -3.9
94.8464
-111.16 -1.2
151.7542
124.23 2.3
94.8464
79.3 0.6
697.1335
-70 -3.4
94.8464
-79.3 -0.6
########## 24.73 27.2
4609.2830
-25 -2.9
1016.9948 -71.19 -5.2
第二次校正
第二次校 正
｜sq｜ △h △q(L/S) 调整流量 h
｜sq｜ △h △q(L/S) 调整流量q
15.5856 327.4766
5.2212 11.3702 282.4385 15.3163 8.7764 5.2212 94.9524 282.4385 15.8481 678.9875 15.8481 85.8381 22.3865 327.4766 9.7338 20.5311 9.0952 42.8509 9.0952 740.8364 152.3888 80.5981
0.11 -0.25 -2.02
1.49 0.02 0.05
-0.15 0.41 0.94 -1.65 -0.10
-170.58 13.52
282.04 -232.67
-13.25 180.87 233.73 -282.04 103.28
13.25 -155.21
-17.95 155.21
12-11 680
12-9 425
6
9-10 1062 10-13 4496
13-12 992
管径 比阻a
700 0.0115 450 0.1195 150 40.3893 600 0.0260 500 0.0684 150 40.3893 450 0.1195 500 0.0684 600 0.0260 300 1.0252 150 40.3893 400 0.2232 150 40.3893 400 0.2232 250 2.6944 350 0.4529 150 40.3893 400 0.2232 400 0.2232 400 0.2232 300 1.0252 400 0.2232 150 41.8500 300 1.0252 300 1.0252
△h △q(L/S) 调整流量q
0.3 -0.41
-0.1
0.14
ຫໍສະໝຸດ Baidu
-9.4
3.94
2.3 -2.49
-1.6
9.62
18.5 -7.17
-168.32 14.08
287.88 -230.41
-15.80 177.28 230.14 -287.88 102.25
15.80 -157.94
-18.98 157.94
｜sq｜
5.4325 15.3554 327.1531 5.3290 11.2472 266.5692 15.0348 8.6517 5.3290 91.2123 266.5692 16.5069 823.8927 16.5069 89.4155 21.8310 327.1531 10.5431 18.8524 7.5213 48.7993 7.5213 1099.1174 115.2321 72.3999
2.67 15.0467 1.99 8.65692 -1.53 5.31877 9.70 94.86368 5.54 350.8848 -2.51 15.8612 -12.96 682.4243 2.51 15.8612 5.21 85.88675 -2.28 22.37892 -5.40 383.86 -0.98 9.63055 2.82 20.6911 0.88 9.113569 -2.54 42.09182 -0.88 9.113569 13.71 780.6216 -4.77 148.2627 -6.24 79.68776
1.75 -2.41 -0.22 0.03 0.18 1.82
-2.10 3.18 0.10 -0.03 -1.09 -0.90
-170.43 12.01 282.60
-232.52 -12.71 180.46 233.32
-282.60 102.34 12.71
-157.81 -18.89 157.81 60.68
摩阻s
初步分配流量
q
h
14.6568
370.645 2.0
91.4502
-167.91 -2.6
##########
12 3.9
18.4759
288.43 1.5
48.9007
-230 -2.6
##########
-12 -3.2
84.8754
177.14 2.7
37.6159
230 2.0
18.4759
-288.43 -1.5
927.8027
98.31 9.0
##########
12 3.2
100.4256 -164.37 -2.7
########## -22.92 -18.9
100.4256
164.37 2.7
1414.5783
63.21 5.7
219.6498
-99.39 -2.2
##########