《高層建筑給水系統(tǒng)計算案例綜述》8300字

高層建筑給水系統(tǒng)計算案例綜述目錄TOC\o"1-2"\h\u20048高層建筑給水系統(tǒng)計算案例綜述 1238871.生活給水系統(tǒng) 190831.1生活用水量計算 233722水泵、水箱并聯(lián)給水方式的設(shè)計計算 467663.1給水方案的確定 4222273.2水池、水表及水箱的計算 4275401.水池容積的確定 4113162.水表的選擇 560463.3管道的布置與敷設(shè) 640163.4給水管網(wǎng)水力計算 6291781.設(shè)計秒流量： 6162012.綜合樓F座低區(qū)生活給誰管網(wǎng)水力計算 616326（1）低區(qū)地下-1~4層計算圖 630271（1）低區(qū)水力計算表 76003（3）低區(qū)生活給水系統(tǒng)所需壓力按下式計算 10247463.綜合樓F座中區(qū)生活給誰管網(wǎng)水力計算 1020093（1）中區(qū)部分的給水管網(wǎng)水力計算圖： 1030929（1）中區(qū)部分生活給水系統(tǒng)的水力計算表 11281253.綜合樓F座高區(qū)生活給誰官網(wǎng)水力計算 131103（1）高區(qū)部分的給水管網(wǎng)水力計算圖： 1311048（2）高區(qū)部分的給水管網(wǎng)水力計算表： 13223393管材 161.生活給水系統(tǒng)給水系統(tǒng)因其層數(shù)多、豎向高度大、為了防止建筑的底層配水點的靜水壓力過高，需要豎向分區(qū)。豎向分區(qū)指沿建筑的垂直方向，依次將其合理地劃分為多個供水區(qū)域，且每個供水區(qū)具有其完整的給水系統(tǒng)。國內(nèi)外在高層建筑給水設(shè)計中，大多都是以給水分區(qū)的最低層配水點處的最大允許靜水壓力值為依照來豎向分區(qū)。據(jù)規(guī)定:各個分區(qū)的最低衛(wèi)生器具的配水點處靜水壓不宜大于0.45MPa,在特殊情況下不宜大于0.25MPa。根據(jù)規(guī)范的要求，并結(jié)合綜合樓F座層數(shù)、功能、設(shè)備層位置及室外供水壓力，將該建筑在豎向上分為3個供水區(qū),低區(qū)為-1~4層；中區(qū)為5~15層；高區(qū)為16~24層。1.1生活用水量計算建筑生活用水量是生活給水系統(tǒng)設(shè)計計算的基本參數(shù)之一。它的選用是否恰當(dāng)、合理，對給水系統(tǒng)的建設(shè)投資和運行使用都有很大影響。高層建筑的生活用水量應(yīng)根據(jù)國家現(xiàn)行《建筑給水排水設(shè)計規(guī)范》中規(guī)定的生活用水定額、時變化系數(shù)，并結(jié)合設(shè)計條件中給出的用水單位數(shù)，按下式通過計算確定。QdQ?Qdm代表用水單位數(shù)、人數(shù)或者床位數(shù)等，工業(yè)企業(yè)建筑為每班人數(shù);qdQ--代表最大小時用水量，L/h;K?-代表建筑物用水時間，工業(yè)企業(yè)建筑每班用水公共建筑的生活用水定額以及小時變化系數(shù)表3-1用水單位數(shù)根據(jù)設(shè)計條件并參考以下條件決定：辦公室辦公人數(shù)：按有效面積內(nèi)5~6平方米/人。商場人數(shù)：按營業(yè)面積5~6平方米/顧客。餐廳就餐人員：按床位數(shù)的80％~60％計，每日2餐計。根據(jù)設(shè)計原始資料、建筑性質(zhì)和衛(wèi)生器具設(shè)置完善程度，本設(shè)計建筑用水量標(biāo)準(zhǔn)和用水人數(shù)單位數(shù)計算如下：餐廳總面積為564㎡，按80％床位計算，餐廳日用餐數(shù)為564×2×80％＝313人，用水定額25L/人.次，時變化系數(shù)為1.3，使用時長為12h,最大日用水量7825L/d.最大小時用水量為847.7L/h.商場總面積為1036㎡，按6㎡/人。辦公室共173人，取使用時長12h，小時變化系數(shù)為1.3，用水定額7L/人.次,辦公室最大日用水量為173×7＝1211L/d，最大小時用水量131L/h.辦公室總面積為732㎡，按6㎡/顧客。辦公室共122人，取使用時長10h，小時變化系數(shù)為1.3，用水定額取40L/人.次，辦公室日用水單位數(shù)為122×40＝4880L/d，最大日用水量634.4L/h.綜上，建筑生活用水量統(tǒng)計如下：Qd＝7.825＋1.211＋4.88×20＋10.327＝116.963m3Qh＝0.8477＋0.131＋0.6344×20＋1.34251＝15.0m32水泵、水箱并聯(lián)給水方式的設(shè)計計算3.1給水方案的確定分區(qū)無水箱供水方式是高層建筑中較常采用的供水方式。這種供水方式是分區(qū)設(shè)置了變速水泵或者多臺并聯(lián)水泵，根據(jù)水泵出水量或水壓來調(diào)節(jié)水泵轉(zhuǎn)速或運行臺數(shù)。本建筑設(shè)計在豎向上分為3個供水區(qū)，各區(qū)的供水方式如下:地下-1~4層為低區(qū),由市政管網(wǎng)直接供水。5~15層為中區(qū),中區(qū)水泵機組設(shè)置在地下室設(shè)備間，中區(qū)采用下行上給的管道布置形式。16~24層為高區(qū)，高區(qū)水泵設(shè)在地下室設(shè)備間內(nèi)，24層立管穿越23層直接接22層橫支管。3.2水池、水表及水箱的計算1.水池容積的確定高層建筑的生活給水系統(tǒng)，應(yīng)能保證生活用水的充分、安全、可靠。因此,在市政供水管網(wǎng)不能滿足建筑用水量需求，且又不能直接從室外管網(wǎng)抽水時，應(yīng)設(shè)置貯水池。貯水池的容積應(yīng)該根據(jù)用水對象的需求，結(jié)合市政供水的可靠程度確定。貯水池生活調(diào)節(jié)容積可按下式計算:Vy=(Qb(Qb-QgVyQbQgTbTt消防貯水容積應(yīng)根據(jù)《高層建筑防火規(guī)范》確定。工程中，常常會由于資料不因較難的按照以上來確定貯水池的生活貯水容積。此時，可以采用建筑日用水量的百分數(shù)估算生活貯水量，通?？扇∪沼盟康?0%~25%,最大不得大于48h的用水量。為保證生活用水水質(zhì),本設(shè)計建筑生活貯水池獨立設(shè)置，由于低區(qū)由市政供水，故生活貯水池容積取中、高區(qū)日用水量的25%，則生活貯水有效容積為:V=25%x（63.440×20＋10.327)=25%*1279=320m3將生活貯水池設(shè)置在地下2層的設(shè)備間內(nèi)，水池為鋼筋混凝土結(jié)構(gòu)，內(nèi)壁貼瓷磚，幾何尺寸為:20.0m(長)x10.0m(寬)x2.0m(高)，總?cè)莘e為20x10x2=400m。2.水表的選擇水表的選擇須要確定水表的類型及口徑，水表的類型應(yīng)該根據(jù)水表的特性和通過水表里的水質(zhì)、水量、水溫、水壓等條件選擇。水表的口徑，在通過的水量較均勻時，通過水表的設(shè)計流量不大于水表的公稱流量，如果通過的水量不均勻時，可按照設(shè)計流量不大于水表的最大流量來確定水表口徑。并應(yīng)該校核水表通過設(shè)計流量的時侯，其水頭損失，應(yīng)滿足表3-2規(guī)定。表3-2本設(shè)計中，由兩根DN150mm的引入管將市政給水引入建筑內(nèi)，按每條引入管內(nèi)流速為1.0m/s,估算每根引入管的流量為68.4m/h選用LXL80水平螺翼式水表,公稱直徑為80mm，最大流量為80m/h,公稱流量40m/h。水流經(jīng)過水表的水頭損失為:HB=68.4 每條引入管分別設(shè)置一組LXL-80水平螺翼式水表、水表組包括水表、表前表后的閥門、旁通管路、泄空閥。每根引人管在水表前均應(yīng)裝設(shè)倒流防止器，以防壓力不足時回流污染。3.3管道的布置與敷設(shè)高層建筑的給水管道布置應(yīng)該保證供水安全和十分良好的水力條件，同時，不應(yīng)影響建筑的使用和美觀，維護管理及檢修方便，經(jīng)濟合理。由于低區(qū)是利用市政管網(wǎng)壓力直接給水，為提高安全供水程度，采用兩條引人管分別從建筑的西側(cè)和北側(cè)位置引人室內(nèi)，并在室內(nèi)將管道連成環(huán)狀。低區(qū)供水橫干管敷設(shè)在地下室的吊頂內(nèi)，供水方式為下向上供水，給水立管最好布置在管道井內(nèi)或者建筑隱蔽處。中區(qū)、高區(qū)的橫干管分別設(shè)在4層吊頂及15層的吊頂內(nèi)，下行上給。管道的布置與墻、梁、柱等平行布置，管線布置力求最短，避免水流迂回。橫干管設(shè)置3%的坡度坡向泄水裝置，以利于管道的泄空和排出氣體，保證水流暢通同時消除水氣噪聲。考慮到當(dāng)?shù)乇鶅錾疃葹?1.6m，引入管室外部分管中心標(biāo)高為室外地坪下-2.10m。水表設(shè)置在地下設(shè)備層的水泵間，水表的位置考慮檢修、讀表方便，為確保水表的計量準(zhǔn)確，水表前向按規(guī)定充分留有(8-10)d的直線管段。引入管管徑100mm，表前直線管段長度為1.0m。給水管道穿進承重墻基礎(chǔ)時,應(yīng)預(yù)留洞口,預(yù)留洞的尺寸，應(yīng)考慮到管頂上部的凈空不能小于建筑物沉降量的規(guī)定，其值不小于0.1m。引入管穿越地下室外墻處時，應(yīng)設(shè)防水套管。衛(wèi)生間的所有管道均為暗裝。3.4給水管網(wǎng)水力計算設(shè)計秒流量：高區(qū)、中區(qū)設(shè)計秒流量公式由此公式計算：QgQgNg∝根據(jù)建筑用途而定的系數(shù)，本建筑取1.52.綜合樓F座低區(qū)生活給誰管網(wǎng)水力計算（1）低區(qū)地下-1~4層計算圖圖3-1低區(qū)地下-1~4層低區(qū)水力計算表表3-3低區(qū)給水管道給水橫干管立管水力校核表順序編號管段編號衛(wèi)生器具名稱，給水當(dāng)量，給水定額，數(shù)量當(dāng)量總數(shù)（L/s）（L/s）（L/s）管徑DE單阻i（kpa/m）管長L（m）流速V（m/s）損失（kpa）失（kpa）總損失（kpa）（mm）11--210.50.210.100.10100.342.20.960.7480.1870.93526--710.750.260.150.15150.7421.50.881.1130.278251.3912535--610.50.210.100.10100.340.75100.340.0850.42548--610.50.210.100.10100.340.80.960.2720.0680.3456--1111111.750.400.350.15200.2040.751.090.1530.038250.1912564--11110.750.260.150.15150.7421.30.880.96460.241151.205756111--32112.50.470.500.15250.1132.00.940.2260.05650.282573--221230.520.600.15250.1350.561.040.07560.01890.094582--1122223.50.560.700.15250.1594.81.130.76320.19080.954910--910.50.210.100.10100.340.80.960.2720.0680.34109--112210.300.200.10150.35411.170.3540.08850.442511112--1122224.50.640.900.15250.1850.751.220.138750.03468750-1232225.250.691.050.15250.2142.41.320.51360.12840.6421314--1310.51.411.201.20320.1351.381.270.18630.0465750.2328751413--12211.502.401.20400.1011.41.190.14140.035350.176751512--15322226.251.953.451.20400.1690.71.550.11830.0295750.1478751617--1610.750.260.150.15150.7420.90.880.66780.166950.834751716--1510.750.260.150.15150.7420.80.880.59360.14840.7421815--18522227.752.043.751.20500.050340.990.1670.041750.208751921--2010.750.260.150.15150.7420.81.50.59360.14840.7422020--1910.750.260.150.15150.7421.81.51.33560.33391.66952119--1132121.621.501.20400.1011.171.190.118170.02954250.147712522113--18222.51.672.701.20400.1290.21.350.02580.006450.032252318--2354449.752.146.351.20500.0541.01.040.0540.01350.06752423--461088819.52.5212.701.20500.0756.071.220.455250.11381250.56906252559--5810.50.210.100.10100.340.80.960.2720.0680.342658--57210.300.200.10150.3541.21.170.42480.10620.531272857-113121.750.400.350.15200.2042.41.090.48960.12240.61251--5210.51.411.201.20320.1351.381.270.18630.0465750.2328752952--113211.502.401.20400.1011.41.190.14140.035350.176753031113--541222.751.702.751.20400.1290.71.350.09030.0225750.11287556--5510.750.260.150.15150.2080.90.880.18720.04680.2343255--5421.50.370.300.15200.1530.80.930.12240.03060.153333454--11921224.251.823.051.20400.152341.470.507680.126920.634650--4910.750.260.150.15150.7420.81.50.59360.14840.7423549--4821.50.370.300.15200.1531.80.930.27540.068850.34425363748--472121.621.501.20400.1011.171.190.118170.02954250.147712547--119222.51.672.701.20400.1290.21.350.02580.006450.0322538119--4641246.751.985.751.20400.1780.91.550.16020.040050.200253946--601412128826.252.7418.451.20500.0876.01.320.5220.13050.65254080--791110.300.200.10150.3542.11.170.74340.185850.929254179--7810.51.411.201.20320.1352.11.270.28350.0708750.354375424378--771111.51.571.401.20320.1842.61.480.47840.11960.59877--741111.751.601.451.20400.0942.41.150.22560.05640.2824476--7510.750.260.150.15320.1240.91.210.11160.02790.1395454675--7421.50.370.300.15200.1530.80.930.12240.03060.15374--7331113.751.781.851.20400.1443.61.430.51840.12960.6484773--6631214.251.823.051.20400.1520.31.470.04560.01140.0574872--7110.750.260.150.15320.1240.81.210.09920.02480.124495071--70111.50.370.300.15200.1531.10.930.16830.0420750.21037570--6911120.420.400.15250.0752.80.750.210.05250.26255169--682112.750.500.550.15250.1130.80.940.09040.02260.1135268--673113.50.560.700.15250.1592.71.130.42930.1073250.536625535467--663113.51.761.801.20400.1441.01.430.1440.0360.1866--61611217.252.013.651.20500.0501.00.990.050.01250.06255564--6310.750.260.150.15320.1241.01.21#REF!#REF!#REF!5663--62111.50.370.300.15200.1530.70.930.10710.0267750.133875575865--6210.51.411.201.20320.1351.61.270.2160.0540.2762--6111121.621.501.20400.1018.11.190.81810.2045251.0226255961--60721319.252.115.151.20500.0550.91.040.04950.0123750.0618756060--812133158935.52.9923.601.20500.0996.01.410.5940.14850.7425616295--9410.50.210.100.10100.340.81.20.2720.0680.3494--93210.300.200.10150.3541.21.170.42480.10620.5316393--90121.750.400.350.15200.2042.41.090.48960.12240.6126492--9110.51.411.201.20320.1351.381.270.18630.0465750.232875656691--90211.502.401.20400.1011.41.190.14140.035350.1767590--871222.751.702.751.20400.1290.71.350.09030.0225750.1128756789--8810.750.260.150.15320.1240.91.210.11160.02790.13956888--8721.50.370.300.15200.1530.80.930.12240.03060.153697087--8221224.251.823.051.20400.152341.470.507680.126920.634686--8510.750.260.150.15320.1240.81.210.09920.02480.1247185--8421.50.370.300.15200.1531.80.930.27540.068850.34425727384--832121.621.501.20400.1011.171.190.118170.02954250.147712583--82222.51.672.701.20400.1290.21.350.02580.006450.032257482--8141246.751.985.751.20500.0464.70.940.21620.054050.2702581--962545198942.251529.351.20500.11413.71.511.56180.390451.9522575103--10210.50.210.100.10100.341.00.340.340.0850.42576102--101210.300.200.10150.3543.51.171.2390.309751.5487577108--10710.50.210.100.10100.341.00.340.340.0850.4257879107--104210.300.200.10150.3543.51.171.2390.309751.54875110--10910.51.411.201.20320.13511.270.41850.1046250.52312580109--106111.251.541.351.20320.17111.420.53010.1325250.6626258182106--1051111.751.601.451.20400.0941.51.150.1410.035250.17625105--1041122.251.651.551.20400.1070.41.320.04280.01070.053583104--101114251.741.751.20400.1360.61.390.08160.02040.1028485101--1001164.251.821.951.20400.1520.41.470.06080.01520.076100--991174.751.852.051.20400.1521.11.470.16720.04180.2098699--981185.251.892.151.20400.1614.31.510.69230.1730750.865375878898--9721861.932.301.20400.1693.41.550.57460.143650.7182597--962286.51.963.501.20500.04616.40.940.75440.18860.9438996--出戶27452116948.752932.851.20500.12117.551.552.123550.53088752.65443751當(dāng)計算值小于該管段上一個最大衛(wèi)生器具給水額定流量時，應(yīng)采用一個最大的衛(wèi)生器具給水額定流量作為設(shè)計秒流量；2當(dāng)計算值大于該管段上按衛(wèi)生器具給水額定流量累加所得流量值時，應(yīng)按衛(wèi)生器具給水額定流量累加所得流量值采用；（3）低區(qū)生活給水系統(tǒng)所需壓力按下式計算H=H1+H2+H3+H4（3-7）H--代表給水系統(tǒng)所需要的水壓，單位kPa;H1代表克服幾何給水高度所需要的供水壓力，單位kPa;H2代表管路沿程水頭損失和局部的水頭損失；H3代表水流經(jīng)過水表時的水頭損失，單位kPa;H4代表配水最不利點所需的流出水頭，單位kPa。已知市政管網(wǎng)給水管標(biāo)高-1.50m，低區(qū)最不利點(4層衛(wèi)生器具)安裝高度標(biāo)高為17.5m,則可知H1=15+175=190kPa;局部水頭損失按沿程水頭損失的25%計，沿程水頭損失由水力計算表可知為2.12kPa,則有H2=1.25x2.12=2.65kPa;由水表選擇計算可知，水流經(jīng)過水表的水頭損失H3=7.3kPa;低區(qū)最不利配水點為洗臉盆，所需流出水頭按H=60kPa;則低區(qū)給水系統(tǒng)所需的水壓為H＝190+2.12＋7.3＋60＝259.42kpa；市政管網(wǎng)供水壓力為0.3MPa＞室內(nèi)所需供水壓力0.26MPa，故可以滿足地下-1~4層的供水要求。3.綜合樓F座中區(qū)生活給誰管網(wǎng)水力計算（1）中區(qū)部分的給水管網(wǎng)水力計算圖：圖3-2中區(qū)部分的給水管網(wǎng)中區(qū)部分生活給水系統(tǒng)的水力計算表表3-4中區(qū)給水管道給水橫干管立管水力校核表順序編號2管段編號衛(wèi)生器具名稱，給水當(dāng)量，給水定額，數(shù)量當(dāng)量總數(shù)0.75（L/s）0.26（L/s）0.15（L/s）0.15管徑DE單阻i（kpa/m）0.208管長L（m）2.3流速V（m/s）0.88損失（kpa）0.4784失（kpa）0.1196總損失（kpa）0.598（mm）1546--471347--49111.250.340.250.15200.1090.70.880.07630.0190750.095375448--4910.51.411.201.20320.1350.61.270.0810.020250.10125549--521111.751.601.451.20400.0940.61.150.05640.01410.0705650--5110.750.260.150.15150.2081.20.880.24960.06240.312651--52111.250.340.250.15200.1090.550.880.059950.01498750.0749375752--9321231.721.701.20400.1290.21.350.02580.006450.03225893--532223.51.762.901.20400.14417.91.432.57760.6444222960--9410.750.260.150.15150.2081.50.880.3120.0780.391059--9410.50.210.100.10100.340.750.960.2550.063750.318751161--9410.51.411.201.20320.1350.81.270.1080.0270.1351294--571111.751.601.451.20400.0940.751.150.07050.0176250.0881251358--5710.750.260.150.15150.2081.30.880.27040.06760.3381457--562112.51.671.601.20400.1142.01.270.2280.0570.2851556--5321231.721.701.20400.1291.21.350.15480.03870.19351654--5510.51.411.201.20320.1352.21.270.2970.074250.371251755--532223.51.762.901.20400.1441.21.430.17280.04320.2161853--6244471.995.801.20500.0463.70.940.17020.042550.212751964--6310.50.210.100.10100.340.80.960.2720.0680.342063--62210.300.200.10150.3541.21.170.42480.10620.5312162--65424482.056.001.20500.052.40.990.120.030.152265--66412448.752.096.151.20500.052.40.990.120.030.152367--6810.51.411.201.20320.1351.381.270.18630.0465750.2328752468--66211.502.401.20400.1011.41.190.14140.035350.176752566--69412649.752.148.551.20500.0550.71.040.03850.0096250.0481252671--7010.750.260.150.15150.2080.90.880.18720.04680.2342770--6921.50.370.300.15200.1530.80.930.12240.03060.1532869--726126411.252.218.851.20500.059341.080.197060.0492650.2463252975--7410.750.260.150.15150.2080.80.880.16640.04160.2083074--7321.50.370.300.15200.1531.80.930.27540.068850.344253173--972121.621.501.20400.1011.171.190.118170.02954250-72222.51.672.701.20400.1140.21.270.02280.00570.02853372--288128413.752.3111.551.20500.0650.91.130.05850.0146250.0731253428--29162416827.52.772101.20500.0876.01.320.5220.13050.65253529--302436241241.251334.651.20500.1146.01.510.6840.1710.8553630--3132483216553.4246.201.20700.366.00.992.160.542.73731--3240510402068.753.6957.751.20700.046.01.050.240.060.33832--3348612482482.53.9269.301.20700.0476.01.130.2820.07050.35253933--3456714562896.254.1480.851.20700.0516.01.190.3060.07650.38254034--356481664321104.3592.401.20700.0566.01.250.3360.0840.424135--36729187236123.754.54103.951.20700.0616.01.30.3660.09150.45754236--378010208040137.54.72115.501.20700.0666.01.360.3960.0990.4954337--388811228844151.254.89127.051.20700.0696.01.390.4140.10350.51751當(dāng)計算值小于該管段上一個最大衛(wèi)生器具給水額定流量時，應(yīng)采用一個最大的衛(wèi)生器具給水額定流量作為設(shè)計秒流量；2當(dāng)計算值大于該管段上按衛(wèi)生器具給水額定流量累加所得流量值時，應(yīng)按衛(wèi)生器具給水額定流量累加所得流量值采用；3.綜合樓F座高區(qū)生活給誰官網(wǎng)水力計算（1）高區(qū)部分的給水管網(wǎng)水力計算圖：圖3-3高區(qū)部分的給水管網(wǎng)高區(qū)部分的給水管網(wǎng)水力計算表：表3-5高區(qū)給水管道給水橫干管立管水力校核表順序編號管段編號衛(wèi)生器具名稱，給水當(dāng)量，給水定額，數(shù)量當(dāng)量總數(shù)（L/s）（L/s）（L/s）管徑DE單阻i（kpa/m）管長L（m）流速V（m/s）損失（kpa）失（kpa）總損失（kpa）（mm）11--210.750.260.150.15100.7420.81.440.59360.14840.74222--321.50.370.300.15200.1531.020.930.156060.0390150.19507534--510.750.260.150.15150.2080.80.880.16640.04160.20845--321.50.370.300.15200.1530.60.930.09180.022950.1147553--2430.520.600.15250.1352.071.040.279450.06986250.349312566--7413.51.761.801.20400.1441.21.430.17280.04320.21667--84241.803.001.20400.1442.41.430.34560.08640.43278--9434.51.844.201.20400.1520.981.470.148960.037240.1862812--1110.50.210.100.10100.340.80.960.2720.0680.34911--10210.300.200.10150.3540.81.170.28320.07080.354109--104451.875.401.20400.1611.771.510.284970.07124250.35621251110--1442461.935.601.20400.1691.550001292-9110.750.260.150.15150.2080.80.880.16640.04160.2081391-9021.50.370.300.15200.1531.80.930.27540.068850.344251490-942121.621.501.20400.1011.171.190.118170.02954250.147712594--87222.51.672.701.20400.1293.81.350.49020.122550.612751585-8610.750.260.150.15150.2080.90.880.18720.04680.2341686-8721.50.370.300.15200.1531.80.930.27540.068850.344251787-84222.51.672.701.20500.0810.71.270.05670.0141750.0708751888-8910.51.411.201.20320.1351.381.270.18630.0465750.2328751989-8410.51.411.201.20320.1351.41.270.1890.047250.236252084-834451.875.401.20400.1612.41.510.38640.09660.4832183-824145.751.925.551.20400.1690.551.550.092950.02323750.11618752280-8110.50.210.100.10100.340.80.960.2720.0680.342381-82210.300.200.10150.3541.01.170.3540.08850.44252482-9641246.751.985.751.20400.1786.01.591.0680.2671.3352514--1542461.935.601.20400.16932.71.555.52631.3815756.9078752616--1710.750.260.150.15150.2082.30.880.47840.11960.5982717--18111.250.340.250.15200.1090.70.780.07630.0190750.0953752819--1810.50.210.100.10100.340.60.960.2040.0510.25518--201111.750.400.350.15200.2040.61.090.12240.03060.1532922--2110.750.260.150.15150.2081.20.880.24960.06240.3123021--2010.50.210.100.10100.340.550.960.1870.046750.233753120--2322130.520.600.15250.1350.21.040.0270.006750.033753223--152223.50.560.700.15250.1595.61.130.89040.22261.11315--33624229.52.126.301.20500.05512.41.040.6820.17050.85253326--2710.750.260.150.15150.2081.50.880.3120.0780.393429--2710.50.210.100.10100.340.750.960.2550.063750.318753528--2710.50.210.100.10100.340.80.960.2720.0680.343627--301111.750.400.350.15200.2040.751.090.1530.038250.191253731--3010.750.260.150.15150.2081.30.880.27040.06760.3383830--322112.50.470.500.15250.1132.00.940.2260.05650.28253932--252120.420.400.15250.0751.20.750.090.02250.11254024--2510.50.210.100.10100.342.20.960.7480.1870.9354125--3322224.50.640.900.15250.1851.21.220.2220.05550.27754233--9682444132.287.001.20500.061.81.080.1080.0270.13596--34121484419.752.5312.751.20500.0751.91.22004335--3610.50.210.100.10100.340.80.960.2720.0680.344436--34210.300.200.10150.3541.21.170.42480.10620.5314534--37121684420.752.5712.951.20500.0750.551.220.041250.01031250.05156254637--38122684421.52.591101.20500.0752.41.220.180.0450.2254741--4010.750.260.150.15150.2080.90.880.18720.04680.2344840--3921.50.370.300.15200.1531.80.930.27540.068850.344254942--4310.51.411.201.20320.1351.381.270.18630.0465750.2328755043--38211.502.401.20400.1011.41.190.14140.035350.176755138--391226104422.52.6215.501.20500.0810.71.270.05670.0141750.0708755239--4414261044242.6715.801.20500.081341.270.270540.0676350.3381755345--4610.750.260.150.15150.2080.80.880.16640.04160.2085446--4721.50.370.300.15200.1531.80.930.27540.068850.3442547--952121.621.501.20400.1011.171.190.118170.02954250-44222.51.672.701.20400.1290.21.350.02580.006450.032255744--961626124426.52.7418.501.20500.0866.01，320.5160.1290.6455846'--47'10.750.260.150.15150.2082.30.880.47840.11960.5985947'--49'111.250.340.250.15200.1090.70.780.07630.0190750.0953756048'--49'10.51.411.201.20320.1350.61.270.0810.020250.101256149'--521111.751.601.451.20400.0940.61.150.05640.01410.07056250--5110.750.260.150.15150.2081.20.880.24960.06240.3126351--52111.250.340.250.15200.1090.550.880.059950.01498750.07493756452--9321231.721.701.20400.1290.21.350.02580.006450.032256593--532223.51.762.901.20400.14417.91.432.57760.64442226660--9410.750.260.150.15150.2081.50.880.3120.0780.396759--9410.50.210.100.10100.340.750.960.2550.063750.318756861--9410.51.411.201.20320.1350.81.270.1080.0270.1356994--571111.751.601.451.20400.0940.751.150.07050.0176250.0881257058--5710.750.260.150.15150.2081.30.880.27040.06760.3387157--562112.51.671.601.20400.1142.01.270.2280.0570.2857256