【《某城区排水管网设计与计算案例分析》8900字】

某城区排水管网设计与计算案例分析目录TOC\o"1-3"\h\u16193某城区排水管网设计与计算案例分析 14503第1章课题来源 122226第2章排水管网设计与计算 1第1章课题来源任务书第2章排水管网设计与计算2.1污水排水管网工程方案选择排水体制是指在一个区域内收集、输送污水和雨水的方式。主要有合流制、分流制、混流制，排水体制的确定是进行城镇排水系统规划的基础，它与排水系统布局息息相关，一个优良的排水是一个城市的水动脉，由于近几年城市发展较快，排水体制的确定也面临着很多问题，也就是说排水体制的确定对城市规划至关重要。如何做好排水体制的选择，应该本着经济、科学、智慧的思路去设计，选择一个和本规划区相适应的，结合本规划区的实际情况，如社会效益、地形地貌、原有的排水管网、水体，全方面、系统化的去分析，运用全局思维。排水体制的确定现在面临的主要问题还是原有的管网问题，由于之前我国的经济基础还很落后，在环境治理方面没有引起重视，近几年各种问题水质问题频现，很大一部分原因是排水体制的不合理，不完善，且对未来的预期不到位，导致病根很深，难以解决，每一代人都有每一代人的使命，为了我们及我们的后代生活环境，排水问题必须重视，加强排水体制的改革和创新，设计原则也因该跟上时代的步伐，对排水体制有一个科学的认识。本规划区现状用地以山体、滩涂养殖地和海域为主，这个新城为新建城区，排水体制应采用高标准，提高水质的排放标准，减轻河体污染，当然造价会较高，但是结合远期的污水处理费用，和现在城市的水质情况，采用分流制。2.2污水管网计算根据《室外给水设计规范》（GB50013-2006）版居民生活中洗漱、冲厕所、沐浴、做饭等产生的污水必须消耗数量;［L/（人·d）］，该工程为福鼎市区，根据表2-1，福鼎市属于一区中、小城市，取平均生活用水定额250L/（人.d）。表2-1综合生活用水量定额［L/（人·d）］区域城市规模特大城市大城市中、小城市一区210~340190~310170~280二区150~240130~210110~180三区140~230120~200100~170（1）近期流量设计近期设计人口875×300=262500（人）。根据《室外给水设计规范》GB50013-20064.0.3条，取城镇人口平均综合生活用水定额为，生活污水排放系数为80%-90%，设计取80%，则：则近期设计流量=262500×250×0.8=52500000L/d=52500t/d2.2.2远期流量设计远期设计人口350000人。城镇人口平均综合生活定额为250L/（人·天），生活污水排放系数取0.8。则近期设计流量=350000×250×0.8=70000t/d2.2.3工业废水排放流量该城市工业废水经厂内处理后达到城市污水管道排放要求，近期排水量5000m2.2.4城市每天污水设计流量每天平均污水量根据《室外排水设计规范》GB50014-2006（2016版）3.1.1条知：式中：Qdr——截流井以前的旱流污水量(L／s)；

Qd——设计综合生活污水量(L／s)；

Qm——设计工业废水量(L／s)。综合生活污水量总变化系数可根据当地实际综合生活污水量变化资料确定。无测定资料时，可按表2-2的规定取值。新建分流制排水系统的地区，宜提高综合生活污水量总变化系数；既有地区可结合城区和排水系统改建工程，提高综合生活污水量总变化系数。表2-2综合生活污水量总变化系数平均日流量（L/s）5154070100200500≥1000总变化系数2.32.01.81.71.61.51.41.3注：当污水平均日流量为中间数值时，总变化系数可用内插法求得。

2.2.5污水管道一般定线原则1、相互协调性原则应符合城市总体规划以及区域规划的要求，并应与城市用地开发、道路修建等其它他工程建设密切配合，相互协调。2、整体性原则排与城市其他能影响到污水管道的工程，相互协调，减少没有必要的投资。3、长远规划性原则应全面规划，分期实施，以近期建设为主，为远期发展留有适当余地。4、经济效益性原则应结合实际情况，在技术合理，满足要求情况下减少投资，做到设计合理。2.2.6污水管段流量计算污水管段的流量计算结果见表2-2。2.2.7污水管段水力计算敷设管道从地面到管道底部的竖直高度，需要按照地区的轮廓性全面规划进行考虑，在确定排水范围里的污水都能依靠重力流入干管的先决因素下，尽可能减少管网系统的整体敷设深度，并留下很多空地，以备长期发展。管道的最小覆土厚度大于0.7m。计算结果见表2-3。2.3雨水管网设计计算2.3.1雨水流量确定1、暴雨强度公式《室外排水设计规范》（GB50014-2006）中明确了中国的特大雨雨量公式的计算方法是：：q——；P——；t——；其中，A1、C、n、b由各地区统计方法确定。由于该项目位于福州永泰城区，故采用福州地区的暴雨强度公式，公式参数如下：暴雨参数:A=17.972B=9.587C=0.634D=0.776E=0.0得到福鼎市的暴雨强度公式为：式中：不小于暴雨的平均间隔时间取2年，降雨时间：tt1t2径流系数一般遵循排水河流集水区内不同类型地面在流域内的比值，使用加权计算的方法得到该排水集水区的平横径流系数。还可以按照发展计划的不同区域，使用区域综合径流系数。本工程设计取0.5。2、径流系数计算《室外排水设计规范》推荐的综合径流系数取值见表2-9。结合当地人口取综合径流系数为0.6。表2-3综合径流系数区域情况值城市建筑密集区0.60~0.85城市建筑较密集区0.45~0.60城市建筑稀疏区0.20~0.45本次计算采用鸿业软件进行计算，汇水面积指的是雨水流向地面的受雨面积。顺着每个管道污水流动的方位，然后把每个管道的受雨面积相加得出。收集雨水历时是指地表铺筑层上的雨水从最远的受雨面积到规划好的管段剖面开口经历的时间，一般为t，国际单位是min。雨水管道的污水单位时间内的位移需要符合规范，防止污泥在管道沉积和雨水冲击现象的发生。本设计管道最大单位时间内的位移为5m/s小深度应大于0.7m，在水分稀缺的地下敷设深度少于7~8米，在水分含量高或石子多的地下表层中，通常不会大于0.5米，管网系统大致使用管子顶部连接的形式。雨水水力计算结果见表2-4。污水计算书管段编号接入支管编号管长(m)本段平均流量(l/s)本段集中流量(l/s)转输平均流量(l/s)转输集中流量(l/s)总变化系数Kz设计流量(l/s)管径(mm)坡度流速(m/s)充满度(h/D)起点地面高(m)终点地面高(m)起点管底高(m)终点管底高(m)起点管底埋深(m)终点管底埋深(m)47-482745.50002.2812.533000.0030.580.3442321.0620.85220.032.1481.0348-49334.13.4305.502.1819.473000.0030.660.43721.069.59.4728.4711.5881.0349-5062-49221.64.03013.5401.9734.614000.0020.650.449.56.645.9435.53.5571.1450-51212.31.4017.5701.9637.194000.0020.660.4586.648.55.55.0751.143.42551-5265-51,63-51315.25.0503001.8364.144000.0020.750.6418.55.444.934.33.571.1452-5366-52307.74.92038.6201.7877.515000.00220.830.4835.445.414.193.5131.251.89753-5469-53,71-53365.35.37069.8401.68126.355000.00190.870.6935.415.543.4042.712.0062.8354-5573-54115.50078.3401.67130.825000.0020.890.6995.546.92.712.482.834.4255-56313.82.1078.3401.66133.525000.00210.920.6966.96.362.481.8224.424.53856-57226.90080.4301.66133.525000.00210.920.6966.365.591.8221.3454.5384.24557-5883-57247.93.440112.957.81.58241.627000.00110.840.75.595.141.1450.8724.4454.26858-5988-58308.94.80119.2957.81.57252.627000.00120.880.75.1460.8720.5024.2685.49859-6096-59,89-59374.500197.4957.81.5354.048000.00120.950.69764.60.402-0.0485.5984.64860-61104-60293.100211.7157.81.49373.248000.00130.990.74.64.2-0.048-0.4294.6484.62961-18174.64.20211.7157.81.49379.59000.00131.010.5734.24.5-0.529-0.7564.7295.25618-1917-18303.32.10353.5657.81.44569.9510000.00080.910.7454.54.5-1.113-1.3565.6135.85619-20106-1956200369.2557.81.44589.5310000.00351.630.474.54.2-1.356-3.3125.8567.51220-21308.65.940369.2557.81.44598.0810000.00090.960.7394.24-3.312-3.5897.5127.58921-22114-21,126-21342.47.280480.2257.81.4740.310000.00131.170.7543.4-3.589-4.0347.5897.43422-23127-22342.97.690494.557.81.39755.8510000.00141.20.7473.43.2-4.034-4.5147.4347.71423-24131-23417.500533.2857.81.39799.0611000.00091.050.753.23-4.614-4.997.8147.99128-1293618.460002.1918.533000.0030.650.4255.35.34.273.1871.032.113129-130132-129326.70016.701.9833.074000.0020.640.4295.35.683.0872.4342.2133.246130-131133-130301.30023.2701.9344.924000.0020.690.5115.6862.4341.8313.2464.169131-23134-131532.63.83027.2601.8758.134000.00230.780.57463.21.8310.6064.1692.594127-22320.870002.2315.623000.0030.620.3875.773.43.3322.372.4381.03108-109181.37.090002.2315.823000.0030.620.397.276.365.8745.331.3961.03109-110334.62.5407.0902.1620.813000.00310.670.456.366.285.334.2931.031.987110-111115-110308.70015.3101.9930.473000.00340.770.5486.285.774.2933.2431.9872.527111-112117-111,116-111294.30027.2601.951.794000.00210.730.5495.775.513.1432.5252.6272.985112-113120-112,119-112469.416.09043.7501.73103.525000.00150.760.6545.5152.4251.7213.0853.279113-114122-113,124-113384.76.45081.3901.64144.065000.00240.980.754.971.7210.7983.2794.172114-21125-114322.80096.6901.61155.686000.0020.950.5644.9740.6980.0494.2723.951126-21406.98.330002.218.333000.0030.640.4236.1744.1912.971.9791.03105-106470.36.420002.2514.443000.0030.60.3717.365.716.0914.681.2691.03106-19107-106467.94.209.3902.0427.733000.0040.80.4945.714.52.6840.8223.0263.67825-3429.810.370002.1322.083000.00320.690.461301515.34513.9714.6551.033-42-3273.40019.6201.9638.464000.0020.670.467151412.3311.7842.672.2164-526-4,27-4260.43.97029.1601.8561.34000.0020.750.622141110.3819.863.6191.145-629-5,28-5402.43.94040.8501.7879.725000.00230.850.4851110.77.9717.0453.0293.6556-731-6,30-6188.70056.5101.7498.335000.00290.970.51210.710.57.0456.4983.6554.0027-8241.41.63056.5101.73100.575000.0030.980.51610.510.46.4985.7844.0024.6168-932-8,33-8128.50068.8101.7116.985000.00160.80.69810.48.155.7845.5784.6162.5729-102332.54068.8101.69120.585000.00170.820.6988.157.255.5785.1822.5722.06810-11209.31.8071.3501.68122.895000.00180.850.6937.257.035.1824.8052.0682.22511-1237-11227.32.27082.5801.651405000.00230.960.6977.036.723.1692.6463.8614.07412-1338-12160.93.79089.5101.62151.146000.0020.930.5586.727.262.5462.2314.1745.02913-14178.40093.301.62151.146000.0020.930.5587.267.822.2311.8815.0295.93914-15295.73.22093.301.61155.396000.0020.950.563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