资源目录
压缩包内文档预览：
编号：23162082
类型：共享资源
大小：15.95MB
格式：RAR
上传时间：2019-11-06
上传人：qq77****057
认证信息
个人认证
李**（实名认证）
江苏
IP属地：江苏
30
积分
- 关 键 词：
-
给水
管网
课程设计
- 资源描述：
-
给水管网课程设计1,给水,管网,课程设计
- 内容简介：
-
消消防防放放大大管管径径后后返返算算最最高高时时 管管段段流流量量初初分分配配计计算算表表（附附表表十十九九）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500251.4900.2510.8891.6510.836333500.35438.01097.3000.0971.0113.9251.719444000.4501.920112.6300.1130.8962.6861.348556000.6370.050270.0000.2700.9551.8830.697664000.4792.710120.0000.1200.9553.0212.395771500.15438.3103.1450.0030.1780.4220.185883500.35401.99084.7400.0850.8813.0391.222992500.25129.95034.4350.0340.7022.9520.38410102000.2349.39026.5100.0270.8445.3911.88311111500.15739.5605.0000.0050.2830.9960.73712121500.15497.45014.3250.0140.8116.9993.48213131500.15850.8504.2050.0040.2380.7230.61514143000.3271.06058.4750.0580.8273.2390.87815152500.25213.38033.4100.0330.6812.7910.59616162500.25354.02025.9600.0260.5291.7490.61917172500.25453.06018.2450.0180.3720.9100.41218182000.2304.4808.0000.0080.2550.5860.17819192500.25925.0206.9250.0070.1410.1510.14020203000.3501.92069.2100.0690.9794.4252.22121213500.35657.08086.9400.0870.9043.1872.09422221500.15501.92010.0000.0100.5663.5971.80523231500.15657.0802.6400.0030.1490.3050.20124244000.4521.610130.0000.1301.0353.5031.82725253500.35250.55081.1850.0810.8442.8070.70326263500.35776.43090.0000.0900.9353.3972.63827272500.25653.18036.1750.0360.7373.2342.11228281500.15513.32010.0000.0100.5663.5971.846管管段段流流量量初初分分配配计计算算表表（附附表表七七）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500251.4900.2510.8891.6510.836333500.35438.01097.3000.0971.0113.9251.719444000.4501.920112.6300.1130.8962.6861.348556000.6370.050270.0000.2700.9551.8830.697664000.4792.710120.0000.1200.9553.0212.395771000.1438.3103.1450.0030.4003.0421.333883500.35401.99084.7400.0850.8813.0391.222992500.25129.95034.4350.0340.7022.9520.38410102000.2349.39026.5100.0270.8445.3911.88311111000.1739.5605.0000.0050.6377.1785.30812121500.15497.45014.3250.0140.8116.9993.48213131000.1850.8504.2050.0040.5355.2094.43214143000.3271.06058.4750.0580.8273.2390.87815152500.25213.38033.4100.0330.6812.7910.59616162000.2354.02025.9600.0260.8265.1851.83617171500.15453.06018.2450.0181.03210.9544.96318181000.1304.4808.0000.0081.01917.1415.21919191000.1925.0206.9250.0070.88213.12112.13720203000.3501.92069.2100.0690.9794.4252.22121213500.35657.08086.9400.0870.9043.1872.09422221500.15501.92010.0000.0100.5663.5971.80523231000.1657.0802.6400.0030.3362.1991.44524244000.4521.610130.0000.1301.0353.5031.82725253500.35250.55081.1850.0810.8442.8070.70326263500.35776.43090.0000.0900.9353.3972.63827272500.25653.18036.1750.0360.7373.2342.11228281500.15513.32010.0000.0100.5663.5971.846消消防防管管径径修修改改后后 最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表二二十十一一）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500247.6030.2480.8761.6040.812333500.35438.01088.6900.0890.9223.3061.448444000.4501.920121.7490.1220.9693.1031.557556000.6370.050273.8870.2740.9691.9330.715664000.4792.710124.7230.1250.9933.2452.572771500.15438.3106.5410.0070.3701.6390.718883500.35401.99086.0670.0860.8953.1281.257992500.25129.95035.7620.0360.7293.1660.41110102000.2349.39027.8370.0280.8865.9012.06211111500.15739.5608.6930.0090.4922.7752.05312121500.15497.45010.6320.0110.6024.0292.00413131500.15850.85011.7770.0120.6664.8694.14314143000.3271.06063.7070.0640.9013.7961.02915152500.25213.38033.1970.0330.6762.7580.58916162500.25354.02025.7470.0260.5251.7230.61017172500.25453.06018.0320.0180.3670.8910.40418182000.2304.4807.7870.0080.2480.5580.17019192500.25925.0207.1380.0070.1450.1600.14820203000.3501.92064.6660.0650.9153.9021.95921213500.35657.08082.3960.0820.8562.8851.89622221500.15501.9209.3120.0090.5273.1521.58223231500.15657.0807.3970.0070.4192.0581.35224244000.4521.610124.7680.1250.9933.2471.69425253500.35250.55093.9890.0940.9773.6820.92226263500.35776.43077.7060.0780.8082.5882.01027272000.2653.18024.9100.0250.7934.8043.13828281500.15513.32012.3670.0120.7005.3312.736千千米米水水头头损损失失（m m）1.8731.6043.3063.1031.9333.2451.6393.1283.1665.9012.7754.0294.8693.7962.7581.7230.8910.5580.1603.9022.8853.1522.0583.2473.6822.5884.8045.331消消防防管管径径修修改改后后 最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表二二十十一一）最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表九九）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500244.7950.2450.8661.5700.795333500.35438.01090.2340.0900.9383.4141.495444000.4501.920121.5370.1220.9673.0931.552556000.6370.050276.6950.2770.9791.9700.729664000.4792.710120.3710.1200.9583.0382.408771000.1438.3103.1290.0030.3983.0121.320883500.35401.99085.1270.0850.8853.0651.232992500.25129.95034.8220.0350.7093.0130.39210102000.2349.39026.8970.0270.8565.5371.93511111000.1739.5605.6800.0060.7239.0906.72312121500.15497.45013.6450.0140.7726.3963.18213131000.1850.8505.5400.0060.7058.6807.38514143000.3271.06060.6870.0610.8593.4690.94015152500.25213.38033.7950.0340.6882.8510.60816162000.2354.02026.3450.0260.8395.3291.88617171500.15453.06018.6300.0191.05411.3865.15818181000.1304.4808.3850.0081.06818.6995.69319191000.1925.0206.5400.0070.83311.80310.91820203000.3501.92067.8290.0680.9604.2632.14021213500.35657.08085.5590.0860.8893.0942.03322221500.15501.9209.1690.0090.5193.0631.53723231000.1657.0803.6360.0040.4633.9792.61424244000.4521.610127.7880.1281.0173.3941.77025253500.35250.55084.7320.0850.8813.0380.76126263500.35776.43088.2940.0880.9183.2792.54627272500.25653.18034.1600.0340.6962.9081.89928281500.15513.32010.2930.0100.5823.7951.948消消防防时时管管段段流流量量初初分分配配计计算算表表（附附表表十十二二）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500291.4900.2911.0312.1701.099333500.35438.010127.3000.1271.3236.4572.828444000.4501.920132.6300.1331.0553.6361.825556000.6370.050320.0000.3201.1322.5790.954664000.4792.710130.0000.1301.0353.5032.777771000.1438.31010.8200.0111.37829.98413.142883500.35401.99087.0650.0870.9053.1951.284992500.25129.95036.7600.0370.7493.3310.43310102000.2349.39028.8350.0290.9186.2992.20111111000.1739.5607.3250.0070.93314.55910.76712121500.15497.45012.0000.0120.6795.0422.50813131000.1850.85014.2050.0141.80949.63942.23614143000.3271.060118.4750.1181.67611.9753.24615152500.25213.38086.3350.0861.75916.1943.45516162000.2354.02078.8850.0792.51140.61814.38017171500.15453.06071.1700.0714.027136.26861.73818181000.1304.48060.9250.0617.757736.116224.13319191000.1925.02044.0000.0445.602402.884372.67520203000.3501.92089.2100.0891.2627.0813.55421213500.35657.080106.9400.1071.1124.6763.07222221500.15501.92020.0000.0201.13212.9856.51823231000.1657.08019.7150.0202.51091.09059.85324244000.4521.610160.0000.1601.2735.1462.68425253500.35250.550151.1850.1511.5718.8792.22526263500.35776.43070.0000.0700.7282.1331.65627272500.25653.18023.8500.0240.4861.4950.97728281500.15513.32010.0000.0100.5663.5971.846消消防防时时管管段段流流量量分分配配统统计计表表（附附表表十十四四）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）116000.6802.770314.2950.3141.1122.494226000.6506.500271.3240.2710.9601.900333500.35438.010112.5150.1131.1695.137444000.4501.920145.7270.1461.1604.329556000.6370.050340.1660.3401.2032.888664000.4792.710124.6190.1250.9923.240771000.1438.3105.6280.0060.7178.936883500.35401.99086.8760.0870.9033.182992500.25129.95036.5710.0370.7453.30010102000.2349.39028.6460.0290.9126.22311111000.1739.5606.0790.0060.77410.30712121500.15497.45013.2460.0130.7506.05413131000.1850.8505.0760.0050.6467.38114143000.3271.060111.4060.1111.57610.68615152500.25213.38089.3650.0891.82117.26216162000.2354.02081.9150.0822.60743.55517171500.15453.06074.2000.0744.199147.20618181000.1304.48063.9550.0648.143805.34619191000.1925.02040.9700.0415.216353.01720203000.3501.920101.0330.1011.4298.91621213500.35657.080118.7630.1191.2345.67822221500.15501.92015.2460.0150.8637.85523231000.1657.0804.8620.0050.6196.81524244000.4521.610167.0690.1671.3295.57525253500.35250.550134.9870.1351.4037.19826263500.35776.43084.5100.0850.8783.02427272500.25653.18034.2250.0340.6972.91828281500.15513.3208.9430.0090.5062.925加加和和管管道道沿沿线线损损失失h hf f（m m）2.0020.9622.2502.1731.0692.5683.9171.2790.4292.1747.6233.0126.2802.8963.68315.41966.693245.212326.5484.4753.7313.9434.4782.9081.8032.3481.9061.501723.284消消防防时时管管段段流流量量分分配配统统计计表表（附附表表十十四四）修修改改管管径径消消防防时时管管段段流流量量初初分分配配计计算算表表（附附表表十十五五）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500291.4900.2911.0312.1701.099333500.35438.010127.3000.1271.3236.4572.828444000.4501.920132.6300.1331.0553.6361.825556000.6370.050320.0000.3201.1322.5790.954664000.4792.710130.0000.1301.0353.5032.777771500.15438.31010.8200.0110.6124.1621.824883500.35401.99087.0650.0870.9053.1951.284992500.25129.95036.7600.0370.7493.3310.43310102000.2349.39028.8350.0290.9186.2992.20111111500.15739.5607.3250.0070.4152.0211.49512121500.15497.45012.0000.0120.6795.0422.50813131500.15850.85014.2050.0140.8046.8915.86314143000.3271.060118.4750.1181.67611.9753.24615152500.25213.38086.3350.0861.75916.1943.45516162500.25354.02078.8850.0791.60713.7024.85117172500.25453.06071.1700.0711.45011.3245.13018182000.2304.48060.9250.0611.93925.1737.66519192500.25925.02044.0000.0440.8964.6474.29920203000.3501.92089.2100.0891.2627.0813.55421213500.35657.080106.9400.1071.1124.6763.07222221500.15501.92020.0000.0201.13212.9856.51823231500.15657.08019.7150.0201.11612.6458.30824244000.4521.610160.0000.1601.2735.1462.68425253500.35250.550151.1850.1511.5718.8792.22526263500.35776.43070.0000.0700.7282.1331.65627272500.25653.18023.8500.0240.4861.4950.97728281500.15513.32010.0000.0100.5663.5971.846放放大大管管径径后后消消防防时时管管段段流流量量分分配配统统计计表表（附附表表十十七七）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500273.1290.2730.9661.9230.974333500.35438.010110.3220.1101.1474.9532.170444000.4501.920141.4990.1411.1264.0992.057556000.6370.050338.3610.3381.1972.8601.058664000.4792.710128.6170.1291.0243.4352.723771500.15438.3109.1510.0090.5183.0521.338883500.35401.99087.3510.0870.9083.2151.292992500.25129.95037.0460.0370.7553.3790.43910102000.2349.39029.1210.0290.9276.4152.24111111500.15739.5609.5160.0100.5383.2812.42712121500.15497.4509.8090.0100.5553.4711.72713131500.15850.85010.3420.0100.5853.8283.25714143000.3271.060108.9830.1091.54210.2592.78115152500.25213.38072.9680.0731.48611.8592.53116162500.25354.02065.5180.0661.3359.7153.43917172500.25453.06057.8030.0581.1787.7033.49018182000.2304.48047.5580.0481.51415.9114.84519192500.25925.02057.3670.0571.1697.5967.02620203000.3501.920105.2240.1051.4899.6144.82521213500.35657.080122.9540.1231.2786.0553.97822221500.15501.92013.4780.0130.7636.2523.13823231500.15657.08017.0680.0170.9669.6826.36224244000.4521.610169.4920.1691.3495.7262.98725253500.35250.550137.8300.1381.4337.4811.87426263500.35776.43075.2460.0750.7822.4391.89327272000.2653.18025.5220.0260.8125.0253.28228281500.15513.32011.9050.0120.6744.9682.550加加和和78.707千千米米水水头头损损失失（m m）2.4941.9234.9534.0992.8603.4353.0523.2153.3796.4153.2813.4713.82810.25911.8599.7157.70315.9117.5969.6146.0556.2529.6825.7267.4812.4395.0254.968事事故故时时管管段段流流量量初初分分配配计计算算表表（附附表表二二十十四四）管管道道编编号号管管径径D D（mmmm）m m管管长长l li i（m m）流流量量q q（L/sL/s）m m3 3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf f（m m）116000.6802.770377.01300.3771.3333.4942.80522#VALUE!506.500#VALUE!#VALUE!#VALUE!#VALUE!333500.35438.010110.23150.1101.1464.9462.166444000.4501.920252.74200.2532.01112.0016.024556000.6370.050365.04300.3651.2913.2911.218664000.4792.71086.29850.0860.6871.6401.300771500.15438.3105.00000.0050.2830.9960.437883500.35401.99058.81800.0590.6111.5450.621992500.25129.95023.60450.0240.4811.4670.19110102000.2349.39018.05700.0180.5752.6470.92511111500.15739.5606.00000.0060.3401.3971.03312121500.15497.4507.52750.0080.4262.1261.05713131500.15850.85013.64500.0140.7726.3965.44214143000.3271.06038.79050.0390.5491.5140.41015152500.25213.38023.78700.0240.4851.4880.31716162500.25354.02018.57200.0190.3780.9410.33317172500.25453.06013.17150.0130.2680.4980.22618182000.2304.4806.00000.0060.1910.3440.10519192500.25925.0204.44750.0040.0910.0670.06220203000.3501.92037.58900.0380.5321.4290.71721213500.35657.08050.00000.0500.5201.1440.75222221500.15501.92020.00000.0201.13212.9856.51823231500.15657.08012.30600.0120.6965.2823.47124244000.4521.61093.14200.0930.7411.8890.98625253500.35250.55065.38900.0650.6801.8800.47126263500.35776.43050.00000.0500.5201.1440.88827272000.2653.18012.12100.0120.3861.2650.82628281500.15513.32010.00000.0100.5663.5971.846事事故故时时管管段段流流量量分分配配统统计计表表（附附表表二二十十六六）管管道道编编号号管管径径D D（mmmm）
- 温馨提示:
1: 本站所有资源如无特殊说明，都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
2: 本站的文档不包含任何第三方提供的附件图纸等，如果需要附件，请联系上传者。文件的所有权益归上传用户所有。
3.本站RAR压缩包中若带图纸，网页内容里面会有图纸预览，若没有图纸预览就没有图纸。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 人人文库网仅提供信息存储空间，仅对用户上传内容的表现方式做保护处理，对用户上传分享的文档内容本身不做任何修改或编辑，并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容，请与我们联系，我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
人人文库网所有资源均是用户自行上传分享，仅供网友学习交流，未经上传用户书面授权，请勿作他用。
川公网安备: 51019002004831号