給排水管網(wǎng)專業(yè)課程設(shè)計

《給水排水管網(wǎng)系統(tǒng)》課程設(shè)計計算闡明書題目：衡陽市給水排水管網(wǎng)工程學(xué)院：市政與環(huán)境工程學(xué)院專業(yè)：給排水科學(xué)與工程姓名：孔慶培學(xué)號：指引教師：譚水成完畢時間：12月30日前言衡陽市給水排水管道工程設(shè)計，其市總?cè)丝?4.32萬左右，有一工廠A和火車站?？傇O(shè)計時間為2周，設(shè)計內(nèi)容重要是給水管道定線、水力計算及某些區(qū)域污水、雨水設(shè)計，并作出平面圖和縱剖面圖。設(shè)計過程中，先大體理解衡陽市地形分布后，決定通過度區(qū)供水滿足整個都市用水需求。定線，給水水力計算，擬定管徑，校核等等，把定下管徑標圖并整頓報告。考慮都市初步規(guī)劃，以及資金投資問題，采用完全分流制排水系統(tǒng)。生活污水和工業(yè)廢水通過污水排水系統(tǒng)送至污水解決廠，經(jīng)解決后再排入水體。雨水是通過雨水排水系統(tǒng)直接排入水體。課程設(shè)計讓咱們結(jié)合所學(xué)知識，運用CAD制圖，畫出衡陽市給水排水管道總平面分布圖，某些污水干管剖面圖,學(xué)會靈活運用知識。PrefaceThedesignofwatersupplyanddrainagepipelineengineeringofHengyangcity，thetotalpopulationofthecityis543，200around,thereareafactory“A”andatrainstationinthecity.Thetotaltimeofthedesignfor2weeks，thecontentofthedesignismainlyaboutthewatersupplypipelinealignment，hydrauliccalculationandthesewageofpartofarea，rainwaterdesign，andmaketheplanefigureandprofile.Inthedesignprocess，firstunderstandtopographicdistributionofHengyangcityroughly，decidetomeetthewholecitywaterdemandbythedistrictwatersupply.Fixedline，calculation，todeterminethewaterhydraulicdiameter，checkingandsoon，tosetthediameterofplottingandfinishingthereport.Consideringthepreliminaryplanningofthecity，andtheproblemofcapitalinvestment，usingcompletelyseparatedrainagesystem.Domesticsewageandindustrialwastewaterissenttothesewagetreatmentplantthroughthesewagesystem，andthendischargedintothewaterbodyafterthetheatment.Therainwaterisdirectlydischargedintothewaterbodythroughrainwaterdrainagesystem.Curriculumdesignallowsustocombinetheknowledgewhichwehavelearned，theuseofCADdrawing，drawingadistributionmapofgenerallayoutofwatersupplyanddrainagepipelineinHengyangCity，partofthesewagetrunkpipeprofile，learntouseknowledgeflexibly.目錄33461設(shè)計任務(wù) 1278771.1設(shè)計原始資料 1136551.2課程設(shè)計內(nèi)容 1269252一區(qū)給水管網(wǎng)設(shè)計與計算 359782.1供水方式選取 372192.2基本數(shù)據(jù)擬定 3230992.3設(shè)計用水量計算 326502.3.1居民綜合生活用水 329532.3.2.工業(yè)用水量 489012.3.3市政用水量 4241672.3.4管網(wǎng)漏失水量 5292952.3.5都市未預(yù)見水量 5165722.3.6最高日用水量 5228042.3.7最高日最高時用水量 5243222.4清水池調(diào)節(jié)容積 557042.5管段設(shè)計流量計算 6131692.5.1集中流量計算 6308392.5.2給水管網(wǎng)平差1 6254942.5.3給水管網(wǎng)平差2 911782.5.4給水管網(wǎng)平差3 1119452.5.6二級泵站揚程 14258333二區(qū)給水管網(wǎng)設(shè)計與計算 1542893.1居民綜合生活用水 1576383.2市政用水量 15289113.3管網(wǎng)漏失水量 16174203.4都市未預(yù)見水量 16294853.5最高日用水量 168483.6最高日最高時用水量 16300873.7清水池調(diào)節(jié)容積 1613903.8給水管網(wǎng)平差1 17304013.9給水管網(wǎng)平差2 184163.10給水管網(wǎng)平差3 18160423.11二級泵站揚程 19163954污水管道設(shè)計 21240894.1排水體制擬定 21313044.2設(shè)計規(guī)定 21276174.3污水計算書表 2123245雨水管道計算 2305.1雨水管網(wǎng)定線 2342485.2設(shè)計參數(shù) 2372485.3雨水計算書 23102236設(shè)計總結(jié) 2417005參照文獻 251設(shè)計任務(wù)1.1設(shè)計原始資料1.設(shè)計題目：衡陽市給水排水管道工程設(shè)計。2.原始資料（1）都市總平面圖1張，比例為1：10000。（2）都市各區(qū)人口密度、平均樓層和居住區(qū)房屋衛(wèi)生設(shè)備狀況：分區(qū)人口密度（人/公頃）平均樓層給排水設(shè)備淋浴設(shè)備集中熱水供應(yīng)Ⅰ3206+++Ⅱ3508+++Ⅲ（3）都市中有下列工業(yè)公司，其詳細位置見平面圖：A工廠，日用水量8000噸/天，最大班用水量：3000噸/班，工人總數(shù)3000人，分三班工作，最大班1200人，其中熱車間占30%，使用淋浴者占80%；普通車間使用淋浴者占20%。B工廠，日用水量————噸/天，最大班用水量：————噸/班，工人總數(shù)————人，分三班工作，最大班————人，熱車間占%，使用淋浴者占%；普通車間使用淋浴者占%?；疖囌居盟繛?L/s。（4）都市土質(zhì)種類為粘土，地下水位深度為7米。（5）都市河流水位：最高水位：59米，最低水位：50米，常水位：55米。(6）都市地面覆蓋狀況：地面種類面積（%）屋面50混凝土路面20草地301.2課程設(shè)計內(nèi)容都市給水管網(wǎng)擴初設(shè)計都市給水管網(wǎng)定線（涉及方案定性比較）；用水量計算，管網(wǎng)水力計算；清水池、水塔容積計算、水泵揚程計算管網(wǎng)校核；繪圖（平面圖）都市排水管網(wǎng)擴初設(shè)計。排水體制選取都市排水管網(wǎng)定線；任選1條污水和雨水管路進行水力計算；繪圖（平面圖、縱剖面圖）2一區(qū)給水管網(wǎng)設(shè)計與計算2.1供水方式選取該都市地勢相對比較平坦，沒有太大起伏變化。都市中心有一條自北向東轉(zhuǎn)向西南流河流，有天然劃分，故采用分區(qū)供水；市中各工業(yè)公司對水質(zhì)無特殊規(guī)定，故不進行分質(zhì)供水。綜上所述，因而采用分區(qū)給水系統(tǒng)。2.2基本數(shù)據(jù)擬定

由原始資料該都市位于衡陽,1區(qū)1479公頃，2區(qū)200公頃人口數(shù)為1479×320+200×350=54.32萬依照《給水排水管網(wǎng)系統(tǒng)》附錄2附表2可知該都市位于一區(qū)，為大都市。從設(shè)計規(guī)范查出：綜合生活用水定額采用300L/(人·d)；工廠職工生活用水量采用普通車間每人每班25L，高溫車間每人每班35L計算，淋浴用水按普通車間每人每班40L，高溫車間每人每班60L計算；澆灑道路用水量按每平方路面每次1.5L，每日2次；綠化用水量按3L/d.m2計算；都市未預(yù)見水量和管網(wǎng)漏失水量按最高日用水量20%合并計算。2.3設(shè)計用水量計算都市設(shè)計用水量按最高日用水量計算,涉及:居民綜合生活用水、工業(yè)公司職工生活用水、淋雨用水和生產(chǎn)用水、澆灑道路和綠化用水等市政用水及都市未預(yù)見水量和管網(wǎng)漏失水量。2.3.1.居民綜合生活用水分區(qū)人口密度（人/公頃）面積（公頃）人口數(shù)（人）Ⅰ3201479473200Ⅱ35020070000參照教材，取綜合生活用水定額為300L/(人·d)。用水普及率為90%。最高日綜合生活用水量Q1：Q1=qNf/1000+8×24×3600/1000Q1―—都市最高日綜合生活用水，q――都市最高日綜合用水量定額，Ｌ/（人.d）；Ｎ――都市設(shè)計年限內(nèi)籌劃用水人口數(shù)；f――都市自來水普及率，采用f=90%Q1=qNf/1000=300×473200×0.9/1000+8×24×3600/1000=128455.22.3.2.工業(yè)用水量工廠職工生活用水量采用普通車間每人每班25L，高溫車間每人每班35L計算.淋浴用水按普通車間每人每班40L，高溫車間每人每班60L計算.A工廠：工人總數(shù)3000人，熱車間人數(shù)3000×30%=900（人），使用淋浴人數(shù)900×80%=720（人）。普通車間人數(shù)3000×70%=2100（人），使用淋浴人數(shù)2100×20%=420（人）。工業(yè)公司職工生活用水和淋浴用水量QQ=（900×35+2100×25+720×60+420×40）/1000=144(m3/d)A工業(yè)生產(chǎn)用水量Q：Q=8000(m3/d)工業(yè)生產(chǎn)用水量Q2Q2=Q+Q=144+8000=8144(m3/d)2.3.3市政用水量Q3： q3a―—都市澆灑道路用水量定額L/(㎡·次)；q3b―—都市大面積綠化用水量定量L/(㎡·d)；N3a―—都市最高日澆灑道路面積（㎡）；N3b―—都市最高日大面積綠化面積（㎡）；n―—都市最高日澆灑道路次數(shù)。依照《給排水迅速設(shè)計手冊》澆灑道路用水量按每平方米路面每次1.5L計算，每天澆灑2次，綠化用水量采用3.0L/(㎡·d)，因此澆灑道路和綠地等市政用水量為：=39000m3／d2.3.4管網(wǎng)漏失水量Q4按最高日用水量10%計算Q4=（Q1+Q2+Q3）×10%=17559.92(m3/d)2.3.5都市未預(yù)見水量Q5按最高日用水量10%計算。Q5＝（Q1+Q2+Q3+Q4）×10%＝19315.912(m3/d)2.3.6最高日用水量QdQd＝Q1+Q2+Q3+Q4+Q5=212475.032(m3/d)2.3.7最高日最高時用水量QhQh=KhQd/86.4=2951.1(L/S)2.4清水池調(diào)節(jié)容積由教材可知，取清水池調(diào)節(jié)容積為15%。清水池中除了儲存調(diào)節(jié)用水外還存儲消防用水,則清水池有效容積W為W=W1+W2+W3+W4W－清水池總?cè)莘e（m）；W1－清水池調(diào)節(jié)容積（m）；W2－消防儲水量（m），按2小時火災(zāi)延續(xù)時間計算；W3－水廠沖洗濾池和沉淀池排泥等生產(chǎn)用水，取最高日用水量8%計算；W4－安全儲水量清水池調(diào)節(jié)容積W1=Qd×15%=31871.25m該都市1區(qū)人口為47.32萬人，擬定同一時間內(nèi)火災(zāi)次數(shù)為3次，一次用水量為75L/s，火災(zāi)持續(xù)時間為2.0h故W2＝3×75×2×3600/1000＝1620m水廠自用水按最高日用水量8%計：W3=Qd×8%=16998m清水池安全儲量W4按以上三某些容積和10%計算。因而清水池有效容積為：W=（1+10%）（W1+W2+W3）=（1+10%）(31871.25+1620+16998)=50489.25m管段設(shè)計流量計算2.5.1集中流量計算A工廠最高時集中流量為8000×1000/8×3600+（25×3000×70%+3000×30%×35）/24×3600+（3000×30%×80%×60）/3600+（3000×70%×20%×40）/3600=295.42L／s。火車站用水量為8L/S。2.5.2給水管網(wǎng)平差1：給水管網(wǎng)平差一、平差基本數(shù)據(jù)1、平差類型：反算水源壓力。2、計算公式：柯爾－勃洛克公式I=λ*V^2/(2.0*g*D)1.0/λ^0.5=-2.0*lg[k/(3.7*D)+2.5/(Re*λ^0.5)]Re=V*D/ν計算溫度：10，ν=0.0000013、局部損失系數(shù)：1.50二、節(jié)點參數(shù)節(jié)點編號流量(L/s)地面標高(m)節(jié)點水壓(m)自由水頭(m)1-2289.55059.580101.65742.077248.15859.314101.33342.0193-2289.55059.855101.83041.975479.56160.047100.40840.361593.22260.61699.59538.979638.12061.03698.88837.8527138.18261.21598.68537.4708214.37561.56098.07136.5119166.43062.69992.13029.43110126.27162.52894.29031.7621174.05062.06896.16034.09212120.16662.18895.35633.16813126.86461.98095.56833.58814120.02161.81094.10332.2931588.65562.00994.75832.7491623.57962.02995.17733.14817106.66161.94496.67434.7301838.64161.43896.60535.16719325.70061.39296.74635.35420125.82762.24990.24928.00021163.46461.14194.21333.07222152.62459.93898.24738.30923132.97459.90398.93539.0322492.51159.258100.74441.4862572.35559.528100.32940.80126132.10359.86599.58839.7232739.64060.15299.07738.92528108.81460.43998.61038.17129153.81260.78198.77337.99230114.94861.37097.78136.41131112.41361.57897.20635.62832192.48961.30593.54432.23933252.69461.82095.19533.37534118.32062.46893.22030.7523563.48562.06990.77528.70636183.69361.59597.21435.61937244.85260.77497.74636.97238193.42660.35597.19536.840三、管道參數(shù)管道編號管徑(mm)管長(m)流量(L/s)流速(m/s)千米損失(m)管道損失(m)2-416001075.92440.8491.1700.8600.9252-31600654.92289.5501.0970.7600.4972-11600427.02289.5501.0970.7600.3244-25500592.543.4640.2090.1330.0795-416001045.22317.8241.1110.7780.8136-51200979.21052.4280.8940.7210.7067-323501982.282.9610.8062.5935.1417-61200302.51014.3080.8620.6720.2038-71000586.4793.1640.9691.0470.6149-34350344.492.0190.8943.1651941.7740.5501.5075.94110-93002285.332.6370.4300.9452.16010-343001059.133.8120.4451.0101.07011-31700880.6333.3580.8281.1871.04611-10500843.6192.7200.9292.2171.87012-11350472.366.5880.6471.7030.80412-363001099.544.3680.5841.6901.85813-143001148.938.2560.5041.2761.46613-123002322.39.2100.1210.0910.21214-373001309.757.6140.7582.7823.64415-143001219.124.1500.3180.5370.65516-15300427.733.2600.4380.9790.41917-235001293.7170.3280.8211.7482.26217-16300552.156.8390.7482.7111.49718-173001292.76.8280.0900.0530.06919-229001412.8606.5350.9141.0631.50219-215001210.1187.0260.9012.0932.53219-18300156.531.8130.4190.9010.14120-193002029.061.9960.8163.2026.49721-203001170.763.8310.8403.3863.96422-213002869.440.2690.5301.4064.03423-221000647.2799.4280.9761.0630.68824-2312002291.01102.7300.9370.7891.80824-21600925.32090.0931.0020.6370.58925-241000314.0894.8521.0931.3220.41525-261000596.8865.9611.0581.2400.74026-27800397.4493.4390.9391.2880.51227-28800426.3453.7990.8641.0960.46728-378001122.7377.3410.7180.7690.86328-29400711.932.3560.2430.2300.16429-51200924.71172.1750.9960.8880.82130-2912001559.2986.0060.8380.6360.99230-36700411.7360.0690.8941.3770.56731-30800417.5510.9900.9721.3770.57532-313001037.665.2190.8593.5293.66233-88001896.7537.0151.0221.5162.87633-32300979.644.3090.5831.6861.65134-335001054.9176.5270.8511.8731.97535-333001319.063.4850.8363.3514.42036-13500900.3174.3300.8401.8281.64636-374001405.242.3220.3170.3790.53237-383501249.832.5520.3160.4410.55138-153501018.679.5450.7732.3932.43738-266001750.5240.4190.8091.3672.393四、管網(wǎng)平差成果特性參數(shù)水源點1：節(jié)點流量(L/s):-2289.550節(jié)點壓力(m):101.66水源點3：節(jié)點流量(L/s):-2289.550節(jié)點壓力(m):101.83最大管徑(mm):1600.00最小管徑(mm):300.00最大流速(m/s):1.170最小流速(m/s):0.090水壓最低點20，壓力(m):90.25自由水頭最低20，自由水頭(m):28.002.5.3給水管網(wǎng)平差2：給水管網(wǎng)平差一、平差基本數(shù)據(jù)1、平差類型：事故校核。2、計算公式：柯爾－勃洛克公式I=λ*V^2/(2.0*g*D)1.0/λ^0.5=-2.0*lg[k/(3.7*D)+2.5/(Re*λ^0.5)]Re=V*D/ν計算溫度：10，ν=0.0000013、局部損失系數(shù)：1.50二、節(jié)點參數(shù)節(jié)點編號流量(L/s)地面標高(m)節(jié)點水壓(m)自由水頭(m)1-1602.68559.58095.99136.411233.71159.31495.85836.5443-1602.68559.85596.16136.306455.69360.04795.40835.361565.25560.61694.99734.381626.68461.03694.64133.605796.72761.21594.53833.3238150.06361.56094.22932.6699116.50162.69991.22128.5221088.39062.52892.31829.7901151.83562.06893.25931.1911284.11662.18892.84730.6591388.80561.98092.95530.9751484.01561.81092.19530.3851562.05862.00992.52630.5171616.50562.02992.74130.7121774.66361.94493.49831.5541827.04961.43893.46332.02519227.99061.39293.53632.1442088.07962.24990.24928.00021114.42561.14192.25531.11422106.83759.93894.29434.3562393.08259.90394.64034.7372464.75859.25895.55236.2942550.64859.52895.32635.7982692.47259.86594.95835.0932727.74860.15294.70634.5542876.17060.43994.47534.03629107.66860.78194.58033.7993080.46461.37094.07732.7073178.68961.57893.78732.20932134.74261.30591.93730.63233176.88661.82092.77830.9583482.82462.46891.77529.3073544.44062.06990.54228.47336128.58561.59593.78832.19337171.39660.77494.04133.26738135.39860.35593.75333.398三、管道參數(shù)管道編號管徑(mm)管長(m)流量(L/s)流速(m/s)千米損失(m)管道損失(m)2-416001075.91682.3530.8060.4190.4512-31600654.91768.6410.8480.4610.3022-11600427.01436.7290.6890.3090.1325-416001045.21626.6600.7800.3930.4116-51200979.2736.9260.6260.3640.3567-323501982.258.0700.5641.3122.6017-61200302.5710.2420.6040.3390.1038-71000586.4555.4440.6780.5280.3099-34350344.464.6400.6281.6090.5549-83003941.929.1250.3830.7633.00810-93002285.322.7370.2990.4801.09810-343001059.123.5570.3100.5130.54311-31700880.6233.3330.5800.6000.52811-10500843.6134.6840.6491.1150.94112-11350472.346.8140.4550.8730.41212-363001099.530.9650.4080.8560.94113-143001148.926.9850.3550.6610.76013-123002322.36.3370.0830.0470.10814-373001309.740.3250.5311.4101.84615-143001219.116.7050.2200.2710.33116-15300427.723.2610.3060.5010.21417-235001293.7119.1360.5740.8831.14217-16300552.139.7660.5231.3730.75818-173001292.74.7080.0620.0270.03519-229001412.8424.7930.6400.5370.75819-215001210.1131.0710.6321.0591.28119-18300156.522.3410.2940.4650.07320-193002029.043.3910.5711.6203.28721-203001170.744.6880.5881.7132.00622-213002869.428.0410.3690.7112.03923-221000647.2559.6710.6840.5350.34724-2312002291.0771.8900.6560.3980.91124-21600925.31489.3070.7140.3320.30725-241000314.0652.6600.7970.7190.22625-261000596.8602.0110.7350.6160.36726-27800397.4341.6010.6500.6360.25327-28800426.3313.8530.5970.5410.23028-378001122.7263.0490.5010.3860.43428-29400711.925.3660.1900.1470.10429-51200924.7824.4790.7010.4510.41730-2912001559.2691.4450.5880.3220.50330-36700411.7253.3120.6290.7020.28931-30800417.5357.6690.6810.6940.29032-313001037.645.6470.6011.7841.85133-88001896.7376.2570.7160.7651.45033-32300979.631.0250.4080.8590.84234-335001054.9123.9060.5970.9511.00335-333001319.044.4400.5851.6952.23636-13500900.3122.1260.5890.9250.83336-374001405.228.3650.2130.1800.25337-383501249.822.9630.2230.2310.28938-153501018.655.5030.5391.2041.22738-266001750.5167.9380.5650.6891.205四、管網(wǎng)平差成果特性參數(shù)水源點1：節(jié)點流量(L/s):-1602.685節(jié)點壓力(m):95.99水源點3：節(jié)點流量(L/s):-1602.685節(jié)點壓力(m):96.16最大管徑(mm):1600.00最小管徑(mm):300.00最大流速(m/s):0.848最小流速(m/s):0.062水壓最低點20，壓力(m):90.25自由水頭最低20，自由水頭(m):28.002.5.4給水管網(wǎng)平差3：給水管網(wǎng)平差一、平差基本數(shù)據(jù)1、平差類型：消防校核。2、計算公式：柯爾－勃洛克公式I=λ*V^2/(2.0*g*D)1.0/λ^0.5=-2.0*lg[k/(3.7*D)+2.5/(Re*λ^0.5)]Re=V*D/ν計算溫度：10，ν=0.0000013、局部損失系數(shù)：1.50二、節(jié)點參數(shù)節(jié)點編號流量(L/s)地面標高(m)節(jié)點水壓(m)自由水頭(m)1-2432.05059.58083.73324.1532143.15859.31483.35924.0453-2432.05059.85583.90324.048479.56160.04782.31922.2725188.22260.61681.38220.766638.12061.03680.55219.5167233.18261.21580.31219.0978214.37561.56079.70118.1419166.43062.69973.82211.12310126.27162.52876.05013.5221174.05062.06877.95415.88612120.16662.18877.16214.97413126.86461.98077.39215.41214120.02161.81075.98714.1771588.65562.00976.68414.6751623.57962.02977.12415.09517106.66161.94478.66416.7201838.64161.43878.60117.16319325.70061.39278.74517.35320125.82762.24972.24910.00021163.46461.14176.21315.07222152.62459.93880.24920.31123132.97459.90380.93721.0342492.51159.25882.74823.4902572.35559.52882.29922.77126132.10359.86581.53521.6702739.64060.15280.99720.84528108.81460.43980.50420.06529153.81260.78180.57819.79730114.94861.37079.58718.21731112.41361.57879.00717.42932192.48961.30575.23213.92733252.69461.82076.84715.02734118.32062.46874.90512.4373563.48562.06972.42710.35836183.69361.59579.03017.43537244.85260.77479.63318.85938193.42660.35579.11918.764三、管道參數(shù)管道編號管徑(mm)管長(m)流量(L/s)流速(m/s)千米損失(m)管道損失(m)2-416001075.92592.5131.2420.967192398.6121.1490.8310.5442-11600427.02465.4881.1820.8770.3744-25500592.520.2210.0970.0330.0205-416001045.22492.7311.1950.8960.9366-51200979.21144.6030.9730.8480.8317-323501982.282.4410.8012.562551106.4830.9400.7950.2408-71000586.4790.8600.9661.0410.6109-34350344.491.7070.8913.1441941.5440.5471.4915.87910-93002285.333.1800.4370.9752.22810-343001059.135.0530.4611.0811.14511-31700880.6334.6030.8311.1961.05311-10500843.6194.5040.9372.2571.90412-11350472.366.0500.6421.6770.79212-363001099.544.4920.5861.6991.86813-143001148.937.4160.4931.2231.40513-123002322.39.6240.1270.0990.23014-373001309.757.6350.7592.7843.64615-143001219.124.9710.3290.5720.69716-15300427.734.1140.4491.0270.43917-235001293.7170.8040.8231.7582.27417-16300552.157.6930.7592.7891.54018-173001292.76.4510.0850.0480.06219-229001412.8606.9040.9151.0641.50419-215001210.1187.0180.9012.0922.53219-18300156.532.1900.4240.9210.14420-193002029.061.9950.8163.2026.49621-203001170.763.8320.8403.3863.96422-213002869.440.2780.5301.4064.03623-221000647.2799.8050.9771.0640.68824-2312002291.01103.5840.9380.7911.81124-21600925.32128.4291.0200.6600.61025-241000314.0932.3341.1391.4310.44925-261000596.8880.2001.0751.2800.76426-27800397.4506.5000.9641.3540.53827-28800426.3466.8600.8881.1570.49328-378001122.7379.0640.7210.7760.87128-29400711.921.0170.1580.1040.07429-51200924.71159.9060.9860.8700.80530-2912001559.2985.0770.8370.6350.99030-36700411.7356.8530.8861.3540.55731-30800417.5513.2750.9771.3890.58032-313001037.666.2590.8723.6383.77533-88001896.7534.9411.0181.5052.85433-32300