资源目录
压缩包内文档预览：
编号：6894689
类型：共享资源
大小：7.40MB
格式：RAR
上传时间：2018-01-02
上传人：优***
认证信息
个人认证
罗**（实名认证）
广西
IP属地：广西
40
积分
- 关 键 词：
-
给水
工程
初步设计
- 资源描述：
-
- 内容简介：
-
水源节点编号流量1扬程1流量2扬程2流量3扬程32061238790329002835612387903290028水源点编号2035自由水头最低46自由水头(m):28.00最大管径(mm):700.00最小管径(mm):150.00最大流速(m/s):2.548最小流速(m/s):0.094水压最低点47压力(m):64.89节点流量(L/s)节点压力(m)-359.16667.21-370.23365.48Re=V*D/计算温度：10=0.0000013、局部损失系数：1.104、水源点水泵参数:水源点水泵杨程单位(m)，水源点水泵流量单位:(立方米/小时)5、管网平差结果特征参数平差计算依据和结果1、平差类型事故校核2、计算公式柯尔勃洛克公式1.0/0.5=-2.0*lgk/(3.7*D)+2.5/(Re*0.5)节点编号流量(L/s)地面标高(m)节点水压(m)自由水头(m)121.25335.20065.19129.991218.38135.15065.47530.325321.74734.90065.16430.264425.85235.05065.14430.094619.12435.05065.00929.959722.79735.35064.92129.571811.06835.33065.24329.913911.70034.79065.50830.718107.34334.68065.63530.9551110.47534.60065.14230.5421227.06334.45065.22530.7751315.63734.75065.32030.5701419.94634.54065.57731.0371519.74634.99065.68930.699164.54334.00065.54931.5491726.16335.20065.25030.0501819.19134.20065.35131.1511916.97734.85065.17130.32120-359.16632.80067.21034.4102125.08735.30065.81730.517228.60636.10066.77330.6732310.89234.40065.30830.9082418.72136.80065.39728.5972528.43536.25067.18230.9322622.67434.70065.31430.6142718.36335.15065.20430.0542815.46534.35065.18330.8332915.21435.28065.22029.940302.70234.50065.17630.6763115.35634.95065.36530.4153212.44036.35066.93530.5853316.79834.30065.45831.158348.19336.35066.79730.44735-370.23332.80065.47932.6793612.32835.70065.27829.5783712.28635.20065.35230.1523822.12836.05065.24229.1923916.27435.50065.37329.873403.46234.80065.22930.4294114.17636.35065.53429.1844220.62835.20065.12529.9254311.45836.40065.00928.6094430.21536.10065.06628.966平差计算节点参数454.64735.00064.97929.979465.87936.90064.90028.0004716.28636.80064.89428.0944821.6790.00064.99264.992管道编号管径(mm)管长(m)流量(L/s)流速(m/s)1-3825064.00021.7160.4121-2515069.00036.5821.9141-2940021.90097.3670.7302-425083.10050.3250.9552-3570014.800187.1100.4653-160081.200134.4110.4524-715097.6009.8000.5134-350063.40081.4120.3926-325096.90031.2530.5936-4515051.6004.6470.2437-4815091.8005.5150.2897-615063.9007.4820.3918-915061.90013.6480.7149-1020068.30018.8520.55510-1525047.40026.1950.49711-1215059.8007.5100.39312-815092.0002.5800.13512-1715078.6003.3730.17613-1225070.20028.6210.54314-1315033.00018.6190.97414-915064.9006.4960.34015-2140098.70095.5440.71715-1430073.20049.6040.65316-1415050.5004.5430.23817-1815083.1007.0170.36717-2630068.80038.2860.50417-1920060.10015.7660.46418-1330070.50025.6390.33819-11150113.2002.9650.15520-2560035.600209.9170.70721-2235053.600262.2722.54823-2115057.40019.9341.04324-1835059.60051.8460.50425-2240042.000270.8782.03225-2060036.200208.0930.70126-2715059.9008.7400.45726-2415078.1006.5240.34126-3135045.10063.1750.61427-1915071.9004.1760.21828-2315063.6009.0420.47329-2130068.900121.7071.60229-2820078.2009.1250.26930-2815030.0002.7020.141平差计算管道参数31-3720038.4007.6550.22531-3340087.10086.1870.64632-3420022.70035.1031.03332-2530061.30082.1151.08133-260029.200180.0750.60633-2440070.30077.0910.57834-4115079.60026.9111.40835-260015.000124.2790.41836-2720072.20013.7990.40637-3625064.80026.1270.49637-3930033.30030.7570.40538-3215065.50034.5711.80939-4415055.60015.5760.81539-235091.90062.6080.60840-3815038.5003.4620.18141-3815077.80012.7340.66642-4825077.80032.3450.61442-44350108.30043.1110.41942-450043.10096.0850.46343-4425089.50019.1350.36344-4715082.2009.3380.48946-4315075.6007.6760.40247-4615055.0001.7970.09447-48150142.5005.1510.270千米损失(m)管道损失(m)0.8040.05128.8671.9921.3430.0293.9840.3310.2890.0040.3310.0272.2850.2230.3150.0201.6010.1550.5680.0290.7790.0721.3750.0884.2870.2651.8510.1261.1450.0541.3850.0830.1940.0180.3160.0251.3540.0957.7780.2571.0560.0691.2950.1281.5330.1120.5450.0271.2190.1010.9370.0641.3200.0790.4410.0310.2500.0280.7730.02817.8320.9568.8710.5090.7760.0469.7570.4100.7600.0281.8410.1101.0640.0831.1300.0510.4660.0341.9630.1258.6620.5970.4750.0370.2110.006平差计算管道参数0.3440.0131.0640.0936.0820.1384.0350.2470.5
- 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