某城區(qū)排水管網(wǎng)設(shè)計(jì)與計(jì)算案例分析目錄TOC\o"1-3"\h\u16193某城區(qū)排水管網(wǎng)設(shè)計(jì)與計(jì)算案例分析 14503第1章課題來(lái)源 122226第2章排水管網(wǎng)設(shè)計(jì)與計(jì)算 1第1章課題來(lái)源任務(wù)書(shū)第2章排水管網(wǎng)設(shè)計(jì)與計(jì)算2.1污水排水管網(wǎng)工程方案選擇排水體制是指在一個(gè)區(qū)域內(nèi)收集、輸送污水和雨水的方式。主要有合流制、分流制、混流制，排水體制的確定是進(jìn)行城鎮(zhèn)排水系統(tǒng)規(guī)劃的基礎(chǔ)，它與排水系統(tǒng)布局息息相關(guān)，一個(gè)優(yōu)良的排水是一個(gè)城市的水動(dòng)脈，由于近幾年城市發(fā)展較快，排水體制的確定也面臨著很多問(wèn)題，也就是說(shuō)排水體制的確定對(duì)城市規(guī)劃至關(guān)重要。如何做好排水體制的選擇，應(yīng)該本著經(jīng)濟(jì)、科學(xué)、智慧的思路去設(shè)計(jì)，選擇一個(gè)和本規(guī)劃區(qū)相適應(yīng)的，結(jié)合本規(guī)劃區(qū)的實(shí)際情況，如社會(huì)效益、地形地貌、原有的排水管網(wǎng)、水體，全方面、系統(tǒng)化的去分析，運(yùn)用全局思維。排水體制的確定現(xiàn)在面臨的主要問(wèn)題還是原有的管網(wǎng)問(wèn)題，由于之前我國(guó)的經(jīng)濟(jì)基礎(chǔ)還很落后，在環(huán)境治理方面沒(méi)有引起重視，近幾年各種問(wèn)題水質(zhì)問(wèn)題頻現(xiàn)，很大一部分原因是排水體制的不合理，不完善，且對(duì)未來(lái)的預(yù)期不到位，導(dǎo)致病根很深，難以解決，每一代人都有每一代人的使命，為了我們及我們的后代生活環(huán)境，排水問(wèn)題必須重視，加強(qiáng)排水體制的改革和創(chuàng)新，設(shè)計(jì)原則也因該跟上時(shí)代的步伐，對(duì)排水體制有一個(gè)科學(xué)的認(rèn)識(shí)。本規(guī)劃區(qū)現(xiàn)狀用地以山體、灘涂養(yǎng)殖地和海域?yàn)橹鳎@個(gè)新城為新建城區(qū)，排水體制應(yīng)采用高標(biāo)準(zhǔn)，提高水質(zhì)的排放標(biāo)準(zhǔn)，減輕河體污染，當(dāng)然造價(jià)會(huì)較高，但是結(jié)合遠(yuǎn)期的污水處理費(fèi)用，和現(xiàn)在城市的水質(zhì)情況，采用分流制。2.2污水管網(wǎng)計(jì)算根據(jù)《室外給水設(shè)計(jì)規(guī)范》（GB50013-2006）版居民生活中洗漱、沖廁所、沐浴、做飯等產(chǎn)生的污水必須消耗數(shù)量;［L/（人·d）］，該工程為福鼎市區(qū)，根據(jù)表2-1，福鼎市屬于一區(qū)中、小城市，取平均生活用水定額250L/（人.d）。表2-1綜合生活用水量定額［L/（人·d）］區(qū)域城市規(guī)模特大城市大城市中、小城市一區(qū)210~340190~310170~280二區(qū)150~240130~210110~180三區(qū)140~230120~200100~170（1）近期流量設(shè)計(jì)近期設(shè)計(jì)人口875×300=262500（人）。根據(jù)《室外給水設(shè)計(jì)規(guī)范》GB50013-20064.0.3條，取城鎮(zhèn)人口平均綜合生活用水定額為，生活污水排放系數(shù)為80%-90%，設(shè)計(jì)取80%，則：則近期設(shè)計(jì)流量=262500×250×0.8=52500000L/d=52500t/d2.2.2遠(yuǎn)期流量設(shè)計(jì)遠(yuǎn)期設(shè)計(jì)人口350000人。城鎮(zhèn)人口平均綜合生活定額為250L/（人·天），生活污水排放系數(shù)取0.8。則近期設(shè)計(jì)流量=350000×250×0.8=70000t/d2.2.3工業(yè)廢水排放流量該城市工業(yè)廢水經(jīng)廠內(nèi)處理后達(dá)到城市污水管道排放要求，近期排水量5000m2.2.4城市每天污水設(shè)計(jì)流量每天平均污水量根據(jù)《室外排水設(shè)計(jì)規(guī)范》GB50014-2006（2016版）3.1.1條知：式中：Qdr——截流井以前的旱流污水量(L／s)；

Qd——設(shè)計(jì)綜合生活污水量(L／s)；

Qm——設(shè)計(jì)工業(yè)廢水量(L／s)。綜合生活污水量總變化系數(shù)可根據(jù)當(dāng)?shù)貙?shí)際綜合生活污水量變化資料確定。無(wú)測(cè)定資料時(shí)，可按表2-2的規(guī)定取值。新建分流制排水系統(tǒng)的地區(qū)，宜提高綜合生活污水量總變化系數(shù)；既有地區(qū)可結(jié)合城區(qū)和排水系統(tǒng)改建工程，提高綜合生活污水量總變化系數(shù)。表2-2綜合生活污水量總變化系數(shù)平均日流量（L/s）5154070100200500≥1000總變化系數(shù)2.32.01.81.71.61.51.41.3注：當(dāng)污水平均日流量為中間數(shù)值時(shí)，總變化系數(shù)可用內(nèi)插法求得。

2.2.5污水管道一般定線原則1、相互協(xié)調(diào)性原則應(yīng)符合城市總體規(guī)劃以及區(qū)域規(guī)劃的要求，并應(yīng)與城市用地開(kāi)發(fā)、道路修建等其它他工程建設(shè)密切配合，相互協(xié)調(diào)。2、整體性原則排與城市其他能影響到污水管道的工程，相互協(xié)調(diào)，減少?zèng)]有必要的投資。3、長(zhǎng)遠(yuǎn)規(guī)劃性原則應(yīng)全面規(guī)劃，分期實(shí)施，以近期建設(shè)為主，為遠(yuǎn)期發(fā)展留有適當(dāng)余地。4、經(jīng)濟(jì)效益性原則應(yīng)結(jié)合實(shí)際情況，在技術(shù)合理，滿足要求情況下減少投資，做到設(shè)計(jì)合理。2.2.6污水管段流量計(jì)算污水管段的流量計(jì)算結(jié)果見(jiàn)表2-2。2.2.7污水管段水力計(jì)算敷設(shè)管道從地面到管道底部的豎直高度，需要按照地區(qū)的輪廓性全面規(guī)劃進(jìn)行考慮，在確定排水范圍里的污水都能依靠重力流入干管的先決因素下，盡可能減少管網(wǎng)系統(tǒng)的整體敷設(shè)深度，并留下很多空地，以備長(zhǎng)期發(fā)展。管道的最小覆土厚度大于0.7m。計(jì)算結(jié)果見(jiàn)表2-3。2.3雨水管網(wǎng)設(shè)計(jì)計(jì)算2.3.1雨水流量確定1、暴雨強(qiáng)度公式《室外排水設(shè)計(jì)規(guī)范》（GB50014-2006）中明確了中國(guó)的特大雨雨量公式的計(jì)算方法是：：q——；P——；t——；其中，A1、C、n、b由各地區(qū)統(tǒng)計(jì)方法確定。由于該項(xiàng)目位于福州永泰城區(qū)，故采用福州地區(qū)的暴雨強(qiáng)度公式，公式參數(shù)如下：暴雨參數(shù):A=17.972B=9.587C=0.634D=0.776E=0.0得到福鼎市的暴雨強(qiáng)度公式為：式中：不小于暴雨的平均間隔時(shí)間取2年，降雨時(shí)間：tt1t2徑流系數(shù)一般遵循排水河流集水區(qū)內(nèi)不同類(lèi)型地面在流域內(nèi)的比值，使用加權(quán)計(jì)算的方法得到該排水集水區(qū)的平橫徑流系數(shù)。還可以按照發(fā)展計(jì)劃的不同區(qū)域，使用區(qū)域綜合徑流系數(shù)。本工程設(shè)計(jì)取0.5。2、徑流系數(shù)計(jì)算《室外排水設(shè)計(jì)規(guī)范》推薦的綜合徑流系數(shù)取值見(jiàn)表2-9。結(jié)合當(dāng)?shù)厝丝谌【C合徑流系數(shù)為0.6。表2-3綜合徑流系數(shù)區(qū)域情況值城市建筑密集區(qū)0.60~0.85城市建筑較密集區(qū)0.45~0.60城市建筑稀疏區(qū)0.20~0.45本次計(jì)算采用鴻業(yè)軟件進(jìn)行計(jì)算，匯水面積指的是雨水流向地面的受雨面積。順著每個(gè)管道污水流動(dòng)的方位，然后把每個(gè)管道的受雨面積相加得出。收集雨水歷時(shí)是指地表鋪筑層上的雨水從最遠(yuǎn)的受雨面積到規(guī)劃好的管段剖面開(kāi)口經(jīng)歷的時(shí)間，一般為t，國(guó)際單位是min。雨水管道的污水單位時(shí)間內(nèi)的位移需要符合規(guī)范，防止污泥在管道沉積和雨水沖擊現(xiàn)象的發(fā)生。本設(shè)計(jì)管道最大單位時(shí)間內(nèi)的位移為5m/s小深度應(yīng)大于0.7m，在水分稀缺的地下敷設(shè)深度少于7~8米，在水分含量高或石子多的地下表層中，通常不會(huì)大于0.5米，管網(wǎng)系統(tǒng)大致使用管子頂部連接的形式。雨水水力計(jì)算結(jié)果見(jiàn)表2-4。污水計(jì)算書(shū)管段編號(hào)接入支管編號(hào)管長(zhǎng)(m)本段平均流量(l/s)本段集中流量(l/s)轉(zhuǎn)輸平均流量(l/s)轉(zhuǎn)輸集中流量(l/s)總變化系數(shù)Kz設(shè)計(jì)流量(l/s)管徑(mm)坡度流速(m/s)充滿度(h/D)起點(diǎn)地面高(m)終點(diǎn)地面高(m)起點(diǎn)管底高(m)終點(diǎn)管底高(m)起點(diǎn)管底埋深(m)終點(diǎn)管底埋深(m)47-482745.50002.2812.533000.0030.580.3442321.0620.85220.032.1481.0348-49334.13.4305.502.1819.473000.0030.660.43721.069.59.4728.4711.5881.0349-5062-49221.64.03013.5401.9734.614000.0020.650.449.56.645.9435.53.5571.1450-51212.31.4017.5701.9637.194000.0020.660.4586.648.55.55.0751.143.42551-5265-51,63-51315.25.0503001.8364.144000.0020.750.6418.55.444.934.33.571.1452-5366-52307.74.92038.6201.7877.515000.00220.830.4835.445.414.193.5131.251.89753-5469-53,71-53365.35.37069.8401.68126.355000.00190.870.6935.415.543.4042.712.0062.8354-5573-54115.50078.3401.67130.825000.0020.890.6995.546.92.712.482.834.4255-56313.82.1078.3401.66133.525000.00210.920.6966.96.362.481.8224.424.53856-57226.90080.4301.66133.525000.00210.920.6966.365.591.8221.3454.5384.24557-5883-57247.93.440112.957.81.58241.627000.00110.840.75.595.141.1450.8724.4454.26858-5988-58308.94.80119.2957.81.57252.627000.00120.880.75.1460.8720.5024.2685.49859-6096-59,89-59374.500197.4957.81.5354.048000.00120.950.69764.60.402-0.0485.5984.64860-61104-60293.100211.7157.81.49373.248000.00130.990.74.64.2-0.048-0.4294.6484.62961-18174.64.20211.7157.81.49379.59000.00131.010.5734.24.5-0.529-0.7564.7295.25618-1917-18303.32.10353.5657.81.44569.9510000.00080.910.7454.54.5-1.113-1.3565.6135.85619-20106-1956200369.2557.81.44589.5310000.00351.630.474.54.2-1.356-3.3125.8567.51220-21308.65.940369.2557.81.44598.0810000.00090.960.7394.24-3.312-3.5897.5127.58921-22114-21,126-21342.47.280480.2257.81.4740.310000.00131.170.7543.4-3.589-4.0347.5897.43422-23127-22342.97.690494.557.81.39755.8510000.00141.20.7473.43.2-4.034-4.5147.4347.71423-24131-23417.500533.2857.81.39799.0611000.00091.050.753.23-4.614-4.997.8147.99128-1293618.460002.1918.533000.0030.650.4255.35.34.273.1871.032.113129-130132-129326.70016.701.9833.074000.0020.640.4295.35.683.0872.4342.2133.246130-131133-130301.30023.2701.9344.924000.0020.690.5115.6862.4341.8313.2464.169131-23134-131532.63.83027.2601.8758.134000.00230.780.57463.21.8310.6064.1692.594127-22320.870002.2315.623000.0030.620.3875.773.43.3322.372.4381.03108-109181.37.090002.2315.823000.0030.620.397.276.365.8745.331.3961.03109-110334.62.5407.0902.1620.813000.00310.670.456.366.285.334.2931.031.987110-111115-110308.70015.3101.9930.473000.00340.770.5486.285.774.2933.2431.9872.527111-112117-111,116-111294.30027.2601.951.794000.00210.730.5495.775.513.1432.5252.6272.985112-113120-112,119-112469.416.09043.7501.73103.525000.00150.760.6545.5152.4251.7213.0853.279113-114122-113,124-113384.76.45081.3901.64144.065000.00240.980.754.971.7210.7983.2794.172114-21125-114322.80096.6901.61155.686000.0020.950.5644.9740.6980.0494.2723.951126-21406.98.330002.218.333000.0030.640.4236.1744.1912.971.9791.03105-106470.36.420002.2514.443000.0030.60.3717.365.716.0914.681.2691.03106-19107-106467.94.209.3902.0427.733000.0040.80.4945.714.52.6840.8223.0263.67825-3429.810.370002.1322.083000.00320.690.461301515.34513.9714.6551.033-42-3273.40019.6201.9638.464000.0020.670.467151412.3311.7842.672.2164-526-4,27-4260.43.97029.1601.8561.34000.0020.750.6221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