給排水各種計算

1、自自己己根根據(jù)據(jù)實實際際情情況況修修改改數(shù)數(shù)據(jù)據(jù)輸輸入入位位置置1 1數(shù)數(shù)據(jù)據(jù)輸輸入入位位置置2 2（有有2 2的的時時候候1 1應應為為空空）根根據(jù)據(jù)生生成成的的暫暫時時不不要要用用注注意意內(nèi)內(nèi)容容參參考考值值一一般般取取值值結結果果3.1 用水定額和水壓3.1.13.1.1 居住小區(qū)給水設計用水量，應根據(jù)下列用水量確定：1 1 居住生活用水量；2 2 公共建筑用水量；3 3 綠化用水量；4 4 水景、娛樂設施用水量；5 5 道路、廣場用水量；6 6 公用設施用水量；7 7 未預見用水量及管網(wǎng)漏失水量；8 8 消防用水量。注：消防用水量僅用于校核管網(wǎng)計算，不屬正常用水量。3.1.23.1.2

2、 居住小區(qū)的居民生活用水量，就按小區(qū)人口和表3.1.93.1.9的住宅最高日生活用水定額經(jīng)計算確定。3.1.33.1.3 居住小區(qū)內(nèi)的公共建筑用水量，應按其使用性質(zhì)、規(guī)模，采用表3.1.103.1.10中的用水定額經(jīng)計算確定。3.1.43.1.4 居住小區(qū)綠化澆灑用水定額可按澆灑面積1.03.0L/m2d計算。干旱地區(qū)可酌情增加；公用游泳池、水上游樂池和水景用水量按3.9.17、3.9.18、3.11.2條的規(guī)定確定。3.1.53.1.5 居住小區(qū)道路、廣場的澆灑用水定額可按澆灑面積2.03.0L/ m2d計算。3.1.63.1.6 居住小區(qū)消防用水量和水壓及火災延續(xù)時間，應按現(xiàn)行的建筑設計防

3、火規(guī)范及高層民用建筑設計防火規(guī)范確定。3.1.73.1.7 居住小區(qū)管網(wǎng)漏失水量和未預見水量之和可按最高日用水量的10%15%計。3.1.83.1.8 居住小區(qū)內(nèi)的公用設施用水量，應由該設施的管理部門提供用水量，當無重大公用設施時，不另計用水量。3.1.93.1.9 住宅的最高日生活用水定額及小時變化系數(shù)，根據(jù)住宅類別、建筑標準、衛(wèi)生器具完善程度和區(qū)域等因素，可按表3.1.9確定。表表 3 3. .1 1. .9 9 住住宅宅最最高高日日生生活活用用水水定定額額及及小小時時變變化化系系數(shù)數(shù)住 宅衛(wèi)生器具設置標準用水定額小時變化類 別(L/人.d)系數(shù)Kh普I有大便器、洗滌盆851503.02.

4、5通住II有大便器、洗臉盆、洗滌盆、洗衣盆、熱水器和沐浴設備器1303002.82.3宅III有大便器、洗臉盆、洗滌盆、洗衣機、集中熱水供應（或家用熱水機組）和沐浴設備1803202.52.0別墅有大便器、洗臉盆、洗滌盆、洗衣機、灑水栓，家用熱水機組和沐浴設備2003502.31.8注：1 當?shù)刂鞴懿块T對住宅生活用水定額有具體規(guī)定時，應按當?shù)匾?guī)定執(zhí)行。2 別墅用水定額中含庭院碌化用水和汽車抹車用水3.1.103.1.10 集體宿舍、旅館等公共建筑的生活用水定額及小時變化系數(shù)，根據(jù)衛(wèi)生器具完善程度和區(qū)域條件，可按表3.1.10確定。表表 3.1.103.1.10集集體體宿宿舍舍、旅旅館館等等公公

5、共共建建筑筑的的生生活活用用水水定定額額及及小小時時變變化化系系數(shù)數(shù)序號建筑物名稱單位最高日生活用水定額（L）使用時數(shù)(h)1單身職工宿舍、學生宿舍、招待所、培訓中心、普通旅館24設公用盥洗室每人每日50100設公用盥洗室、淋浴室每人每日80130設公用盥洗室、淋浴室、洗衣室每人每日100150設單身衛(wèi)生間、公用洗衣室每人每日1202002賓館客房每床位每日每人每日24旅客250400員工801003醫(yī)院住院部設公用盥洗室每床位每日10020024設公用盥洗室、淋浴室每床位每日15025024設單獨衛(wèi)生間每床位每日25040024醫(yī)務人員每人每班1502008門診部、診療所每病人每次10158

6、12療養(yǎng)院、休養(yǎng)所住房部每床位每日200300244養(yǎng)老院、托老院全托每人每日10015024日托每人每日5080105幼兒園、托兒所有住宿每兒童每次5010024無住宿每兒童每次3050106公共浴室淋浴每顧客每次10012浴盆、淋浴每顧客每次12015012桑拿?。茉?、按摩池）每顧客每次150200127理發(fā)室、美容院每顧客每次40100128洗衣房每kg干衣408089餐飲業(yè)中餐酒樓每顧客每次40601012快餐店、職工及學生食堂每顧客每次20251216酒吧、咖啡館、茶座、卡拉OK房每顧客每次51581810商場每m2營業(yè)廳面積每日5812員工及顧客11辦公樓每人每班30508101

7、2教學、實驗樓中小學校每學生每日204089高等院校每學生每日40508913電影院、劇院每觀眾每場3581214健身中心每人每次305081215體育場(館)運動員淋浴每人每次3040觀眾每人每場3416會議廳每座位每次68417客運站旅客、展覽中心觀眾每人次3681618菜市場地面沖洗及保鮮用水每m2每日102081019停車庫地面沖洗水每m2每次2368注: 1 除養(yǎng)老院、托兒所、幼兒園的用水定額中含食堂用水，其它均不含食堂用水。2 除注明外,均不含員工生活用水，員工用水定額為每人每班4060L。3 醫(yī)務建筑用水中已含醫(yī)療用水。4 空調(diào)用應另計。3.1.113.1.11 建筑物室內(nèi)、外消

8、防用水量、供水延續(xù)時間、供水水壓等，應根據(jù)現(xiàn)行有關消防規(guī)范執(zhí)行。3.1.123.1.12 工業(yè)企業(yè)建筑，管理人員的生活用水定額可取長補短3050L/人班；車間工人的生活用水定額應根據(jù)車間性質(zhì)確定,一般宜采用3050L/人班；用水時間為8h，小時變化系數(shù)為1.52.5。工業(yè)企業(yè)建筑淋浴用水定額,應根據(jù)工業(yè)企業(yè)設計衛(wèi)生標準中的車間的衛(wèi)生特征分級確定，一般可采用4060L/人次，延續(xù)供水時間為1h。3.1.133.1.13 汽車沖洗用水定額，應根據(jù)車輛用途、道路路面等級和沾污程度，以及采用的沖洗方式，可按表3.3.13確定。表表 3.1.133.1.13 汽汽車車沖沖洗洗用用水水量量定定額額(L/(

9、L/輛輛次次) )沖洗方式軟管沖洗高壓水槍沖洗循環(huán)用水沖洗抹車3轎車200300406020301015公共汽車4005008012040601530載重汽車3.1.143.1.14 衛(wèi)生器具的給水額定流量、當量、連結管徑和最低工作壓力應按表3.1.14確定。表表3.1.143.1.14 衛(wèi)衛(wèi)生生器器具具的的給給水水額額定定流流量量、當當量量、連連接接管管公公稱稱管管徑徑和和最最低低工工作作壓壓力力最大工作壓力不能0.6MPa序給水配件名稱額定流量當量連接管公稱號（L/s）管徑(mm)1洗滌盆、拖布盆、盥洗槽單閥水嘴0.150.200.751.0015單閥水嘴0.300.401.502.002

10、0混合水嘴0.150.20(0.14)0.751.00(0.70)152洗臉盆單閥水嘴0.150.7515混合水嘴0.15(0.10)0.75(0.50)153洗手盆感應水嘴0.10.515混合水嘴0.15(0.10)0.75(0.50)154浴盆單閥水嘴0.2115混合水嘴(含帶淋浴轉(zhuǎn)換器)0.24(0.20)1.20(1.00)155淋浴器混合閥0.15（0.10）0.75(0.50)156大便器沖洗水箱浮球閥0.10.515延時自閉式?jīng)_洗閥1.26257小便器手動或自動自閉式?jīng)_洗閥0.10.515自動沖洗水箱進水閥0.10.5158小便槽穿孔沖洗管(每m長)0.050.2515209凈身

11、盆沖洗水嘴0.10(0.07)0.50(0.35)1510醫(yī)院倒便器0.211511實驗室化驗水嘴(鵝頸)單聯(lián)0.070.3515雙聯(lián)0.150.7515三聯(lián)0.211512飲水器噴嘴0.050.251513灑水栓0.42200.73.52514室內(nèi)地面沖洗水嘴0.211515家用洗衣機水嘴0.2115注：1 表中括弧內(nèi)的數(shù)值系在有熱水供應時，單獨計算冷水或熱水時使用。2 當浴盆上附設淋浴器時，或混合水嘴有淋浴器轉(zhuǎn)換開關時，其額定流量和當量只計水嘴，不計淋浴器。但水壓應按淋浴器計。3 家用燃氣熱水器，所需水壓按產(chǎn)品要求和熱水供應系統(tǒng)最不利配水點所需工作壓力確定。4 綠地的自動噴灌應按產(chǎn)品要求設

12、計。使用時間（h）24242424小時變化系數(shù)Kh3.02.52.52.03.1.23.1.2 居住小區(qū)的居民生活用水量，就按小區(qū)人口和表3.1.93.1.9的住宅最高日生活用水定額經(jīng)計算確定。3.1.33.1.3 居住小區(qū)內(nèi)的公共建筑用水量，應按其使用性質(zhì)、規(guī)模，采用表3.1.103.1.10中的用水定額經(jīng)計算確定。3.1.43.1.4 居住小區(qū)綠化澆灑用水定額可按澆灑面積1.03.0L/m2d計算。干旱地區(qū)可酌情增加；公用游泳池、水上游樂池和水景用水量按3.9.17、3.9.18、3.11.2條的規(guī)定確定。3.1.63.1.6 居住小區(qū)消防用水量和水壓及火災延續(xù)時間，應按現(xiàn)行的建筑設計防火

13、規(guī)范及高層民用建筑設計防火規(guī)范確定。3.1.83.1.8 居住小區(qū)內(nèi)的公用設施用水量，應由該設施的管理部門提供用水量，當無重大公用設施時，不另計用水量。3.1.93.1.9 住宅的最高日生活用水定額及小時變化系數(shù)，根據(jù)住宅類別、建筑標準、衛(wèi)生器具完善程度和區(qū)域等因素，可按表3.1.9確定。3.1.103.1.10 集體宿舍、旅館等公共建筑的生活用水定額及小時變化系數(shù)，根據(jù)衛(wèi)生器具完善程度和區(qū)域條件，可按表3.1.10確定。2.52.02.52.02.52.02.01.51.51.22.01.52.52.023.02.522.01.52.01.51.51.21.51.21.51.21.51.21

14、.51.21.51.21.51.21.51.21.51.21.51.23.02.01.21.51.21.51.22.52.013.1.113.1.11 建筑物室內(nèi)、外消防用水量、供水延續(xù)時間、供水水壓等，應根據(jù)現(xiàn)行有關消防規(guī)范執(zhí)行。3.1.123.1.12 工業(yè)企業(yè)建筑，管理人員的生活用水定額可取長補短3050L/人班；車間工人的生活用水定額應根據(jù)車間性質(zhì)確定,一般宜采用3050L/人班；用水時間為8h，小時變化系數(shù)為1.52.5。工業(yè)企業(yè)建筑淋浴用水定額,應根據(jù)工業(yè)企業(yè)設計衛(wèi)生標準中的車間的衛(wèi)生特征分級確定，一般可采用4060L/人次，延續(xù)供水時間為1h。3.1.133.1.13 汽車沖洗用

15、水定額，應根據(jù)車輛用途、道路路面等級和沾污程度，以及采用的沖洗方式，可按表3.3.13確定。最低工作壓力(MPa)0.050.050.050.050.0500.0700.0500.1000.020.1000.1500.050.020.0150.050.050.020.020.020.050.0500.1000.0500.1000.050.05最大工作壓力不能0.6MPa2 當浴盆上附設淋浴器時，或混合水嘴有淋浴器轉(zhuǎn)換開關時，其額定流量和當量只計水嘴，不計淋浴器。但水壓應按淋浴器計。3.1.123.1.12 工業(yè)企業(yè)建筑，管理人員的生活用水定額可取長補短3050L/人班；車間工人的生活用水定額應

16、根據(jù)車間性質(zhì)確定,一般宜采用3050L/人班；用水時間為8h，小時變化系數(shù)為1.52.5。工業(yè)企業(yè)建筑淋浴用水定額,應根據(jù)工業(yè)企業(yè)設計衛(wèi)生標準中的車間的衛(wèi)生特征分級確定，一般可采用4060L/人次，延續(xù)供水時間為1h。3.1.123.1.12 工業(yè)企業(yè)建筑，管理人員的生活用水定額可取長補短3050L/人班；車間工人的生活用水定額應根據(jù)車間性質(zhì)確定,一般宜采用3050L/人班；用水時間為8h，小時變化系數(shù)為1.52.5。工業(yè)企業(yè)建筑淋浴用水定額,應根據(jù)工業(yè)企業(yè)設計衛(wèi)生標準中的車間的衛(wèi)生特征分級確定，一般可采用4060L/人次，延續(xù)供水時間為1h。住住宅宅1 1阻力最后要加上用水設備最低出水壓力公

17、稱直徑（mm）15202540507080生生活活給給水水計計算算普通住宅水流速度（m/s）0.610.81.21.51.8管段編號層數(shù) （倍數(shù)）潔具個數(shù)總當量同時出流概率U洗菜盆給水龍頭洗浴盆給水龍頭洗衣機給水龍頭洗手盆給水龍頭大便器給水Ng%1110.50.51#1110010000110010000110010000110010000110010000110010000110010000110010000110010000110010000757.56.483778836100004501000067.515.07238724適用范圍： 幼兒園、托兒所、養(yǎng)老院 門診部、診療所、辦公樓、市

18、場、學校、醫(yī)院、療養(yǎng)院、休養(yǎng)所、集體宿舍、旅館、招待所、賓館、客運站、會展中心、公共廁所 序號當量Ng系數(shù) 設計秒流量qg(L/s）10.520.2828430.282843建筑物名稱值2120.40.4幼兒園、托兒所、養(yǎng)老院1.23220.5656850.565685門診部、診療所1.445.520.9380830.938083辦公樓、市場1.55101.51.53.0224163.022416學校1.8給排水設計手冊.第02冊.建筑給排水p34按建筑層數(shù)確定建筑給水管網(wǎng)所需水壓 表1-28建筑層數(shù)1234567最小服務水頭 （kpa）100120160200240280320注：二層以上每

19、增高一層增加40kpa。0.779422863潔具名稱蹲位手盆小便器拖布池總當量當量60.50.51個數(shù)名稱J156433838J20 0J30 0J40 0序號當量Ng系數(shù) 設計秒流量qg(L/s）管徑DN（mm）流速v（m/s）每米管長沿程水頭損失i（kPa/m）管段長度L（m）管段沿程水頭損失hy=iL（kPa）1142.51.53.5812013.581201201.180.08660261.50.7348470.734847251.140.05732036.51.50.7648530.764853251.210.064270471.50.7937250.793725251.210.0

20、64270581.50.8485280.848528320.840.0254906141.51.1224971.122497321.130.0435807151.51.1618951.161895321.180.04708161.51.21.2321.180.04709221.51.4071251.407125400.840.01917010381.51.8493241.849324401.110.0314307.51.50.8215840.8215843221.50.4242640.4242642031.50.5196150.5196152541.50.60.6250.520.2828430

21、.28284320板房1.220.4381780.438178201.720.5215360.521536253.220.7155420.715542253.720.7694150.769415254.720.8671790.86717932序號當量Ng系數(shù) 1.520.4898980.48989810.51.521.51.532.251.5431.5560.51.5711.581.51.59104.51.561.591.5121.5工業(yè)企業(yè)的生活間、公共浴室、職工食堂或者營業(yè)餐館的廚房、體育場館運動員休息室、劇場的化妝間、普通理化實驗室等建筑的生活給水管道的設計秒流量最后秒流量為總和名稱設計

22、秒流量L/s同類型的一個衛(wèi)生器具給水額定流量L/s同類型衛(wèi)生器具數(shù)給水百分數(shù)qgq0N0b大便器4.2481.21772小便器0.850.18510洗手盆5.50.111050拖布池1.1880.152433淋浴噴頭3.450.1523100洗菜盆0.420.15470燒開水0.2750.051150浴室手盆0.150.15250廚房鍋1.020.11760消毒洗碗間00.117.101設計秒流量qg(L/s）管徑DN（mm）流速v（m/s）每米管長沿程水頭損失i（kPa/m）管段長度L（m）管段沿程水頭損失hy=iL（kPa）局部阻力（kPa）總阻力（kPa）水水力力計計算算表表查查的的各種

23、件慢慢算吧450 0.2000.2000.2000.2000.2000.2000.2000.2000.2000.2009.822924936000.4002.03477227700建筑物名稱值醫(yī)院、療養(yǎng)院、休養(yǎng)所2.0集體宿舍、旅館、招待所、賓館2.5客運站、會展中心、公共廁所、部隊營房3.0阻力最后要加上用水設備最低出水壓力生生活活給給水水計計算算1#適用范圍： 幼兒園、托兒所、養(yǎng)老院 門診部、診療所、辦公樓、市場、學校、醫(yī)院、療養(yǎng)院、休養(yǎng)所、集體宿舍、旅館、招待所、賓館、客運站、會展中心、公共廁所 kpa8910360400440冷熱水雙管下冷上熱左熱又冷有延時沖洗閥大便器給排水設計手冊.

24、第02冊.建筑給排水p34按建筑層數(shù)確定建筑給水管網(wǎng)所需水壓 表1-28注：二層以上每增高一層增加40kpa。設計秒流量qg(L/s）1.1管徑DN（mm）流速v（m/s）每米管長沿程水頭損失i（kPa/m）0.2121320340.212132034 1.3121321.280.05420.3674234610.367423461 1.4674400.870.02040.450.451.55400.93 0.0230.5196152420.519615242 1.6196400.960.02430.2121320340.212132034 1.3121321.280.05420.30.31.

25、4400.840.01920.3674234610.367423461 1.4674400.870.02040.6363961030.636396103 1.7364401.050.02850.7348469230.734846923 1.8348401.110.03140.90.92401.20.03611.0392304851.039230485 2.1392501.30.04有延時沖洗閥大便器給排水書25頁（下一頁）查書改最大用水時平均出流概率U0（%）平均出流概率系數(shù)c用水人數(shù)m（人）最高用水日的用水定額q0L/（人.d）小時變化系數(shù)Kh用水小時數(shù)T（h）c與U0的對應關系3 3U0（

26、%）+當量應應該該是是數(shù)數(shù)值值2 213.9930555560.02809861113002.3241.531.944444440.02809861183002.324263.888888890.028098611163002.3242.595.833333330.028098611243002.3243127.77777780.028098611323002.3243.5159.72222220.028098611403002.324191.66666670.028098611483002.324取中間值003002.324199.65277780.028098611503002.32400

27、3002.3244.2592592590.0304777788083002.3242.99479166733002.324436.33744860.03047777873763002.324海海澄澄威威廉廉塑料管、內(nèi)襯（涂）塑管銅管、不銹鋼管襯水泥、樹脂的鑄鐵管普通鋼管、鑄鐵管Ch=140Ch=130Ch=130Ch=100單位長度水頭損失海澄威廉 系數(shù)管道計算內(nèi)徑m m設計秒流量m/sm/si（kPa/m）Chdjqg結果2.1509616411400.02540.001082過渡0.000107 586759053.261E-061.081665 0.00108171.10227 0.00

28、110231.736376 0.00173640.821584 0.0008216cU0（%）c0.0032340.028160.006974.50.032630.0109750.037150.0151260.046290.0193970.055550.0237480.064893 3U0(A)xU0(B)44.2592592594.5c(a)yc(b)0.028160.0304777780.03263c與U0的對應關系3 3取中間值U0(A)xU0(B)0418332113c(a)yc(b)-0.6-0.58046-0.457）確定管徑時，應使設計秒流量通過計算管段時的水流速度符合下列要求：

29、生活和生產(chǎn)給水管道：干管不宜大于2.0m/s；當有防噪聲要求，且管徑小于或等于25mm時，其流速可采用0.81.0m/s。消火栓系統(tǒng)給水管道水流速不宜大于2.5m/s。自動噴淋系統(tǒng)管道流速不宜大于5.0m/s，其配水支管流速不得大于10m/s。給給水水塑塑料料管管水水力力計計算算表表（流量 qg 為 L/s、管徑 DN 為 mm、流速 v 為 m/s、單位管長的水頭損失 i 為 kpa/m）qgDN15DN20DN25DN32DN40vivivivivi0.100.50.2750.260.060.150.750.5640.390.1230.230.0330.200.990.940.530.20

30、60.30.0550.20.020.301.491.930.790.4220.450.1130.290.040.401.993.211.050.7030.610.1880.390.0670.240.0210.502.494.771.321.040.760.2790.490.0990.30.0310.602.986.61.581.440.910.3860.590.1370.360.0430.701.841.91.060.5070.690.1810.420.0560.802.12.41.210.6430.790.2290.480.0710.902.372.961.360.7920.880.2820

31、.540.0881.001.510.9550.980.340.60.1061.502.271.961.470.6980.90.2172.001.961.161.20.3612.502.461.731.50.5363.001.810.7413.502.110.9744.002.410.1234.502.710.1525.005.506.006.507.007.508.008.509.009.5010.00給給水水鋼鋼管管水水力力計計算算表表（流量 qg 為 L/s、管徑 DN 為 mm、流速 v 為 m/s、單位管長的水頭損失 i 為 kpa/m）qgDN15DN20DN25DN32DN40vi

32、vivivivi0.050.290.2840.070.410.5180.220.1110.100.580.9850.310.2080.120.71.370.370.2880.230.0860.140.821.820.430.380.260.1130.160.942.340.50.4850.30.1430.181.052.910.560.6010.340.1760.201.173.540.620.720.380.2130.210.050.251.465.510.781.090.470.3180.260.070.20.030.301.767.930.931.530.560.4420.320.10.

33、240.050.351.092.040.660.5860.370.1410.280.080.401.242.630.750.7480.420.170.320.080.451.43.330.850.9320.470.220.360.110.501.554.110.941.130.530.260.40.130.551.714.971.041.350.580.310.440.150.601.865.911.131.590.630.370.480.180.652.026.941.221.850.680.430.520.210.701.322.140.740.490.560.240.751.412.46

34、0.790.560.60.280.801.512.790.840.630.640.310.851.63.160.90.70.680.350.901.693.540.950.780.720.390.951.793.9410.860.760.431.001.884.371.050.950.80.471.102.075.281.161.140.870.561.201.271.350.950.661.301.371.591.030.761.401.481.841.110.881.501.582.111.191.011.601.692.41.271.141.701.792.711.351.291.801

35、.93.041.431.441.9023.391.511.612.01.591.782.21.752.162.41.912.562.42.073.012.83.03.54.04.55.05.56.06.57.07.58.08.59.09.510.010.511.011.512.012.513.014.015.016.017.020.0給給水水鑄鑄鐵鐵管管水水力力計計算算表表（流量 qg 為 L/s、管徑 DN 為 mm、流速 v 為 m/s、單位管長的水頭損失 i為 kpa/m）qgDN50DN70DN100DN125vivivivi1.00.530.1730.230.02311.20.640

36、.2410.280.0321.40.740.320.330.04221.60.850.4090.370.05341.80.950.5080.420.06592.01.060.6190.460.07982.51.330.9490.580.1190.320.02883.01.591.370.70.1670.390.03983.51.861.860.810.2220.450.05264.02.122.430.930.2840.520.06694.51.050.3530.580.08295.01.160.430.650.15.51.280.5170.720.126.01.390.6150.780.14

37、7.01.630.8370.910.1860.40.02468.01.861.091.040.2390.460.03149.02.091.381.170.2990.520.039110.01.30.3650.570.0469111.430.4420.630.0559121.560.5260.690.0655131.690.6170.750.076141.820.7160.80.0871151.950.8220.860.0988162.080.9350.920.111170.970.125181.030.139191.090.153201.150.169221.260.202241.380.24

38、1261.490.283281.610.328301.720.377附錄 5-1 鑄鐵管水力計算表QD N ( m m )5075100125(m3/s)(L/s)v1000iv1000iv1000iv1000iv1.80.50.264.992.160.60.326.92.520.70.379.092.880.80.4211.63.240.90.4814.30.210.923.610.5317.30.232.313.961.10.5820.60.262.764.321.20.6424.10.283.24.681.30.6927.90.33.695.041.40.74320.334.225.41

39、.50.7936.30.354.770.21.175.761.60.8540.90.375.340.211.316.121.70.945.70.395.950.220.456.481.80.9550.80.426.590.231.616.841.91.0156.20.447.280.251.777.221.0661.90.467.980.261.947.562.11.1167.90.498.710.272.117.922.21.17740.519.470.292.298.282.31.2280.30.5310.30.32.488.642.41.2787.50.5611.10.312.660.2

40、0.90292.51.3394.90.5811.90.322.880.210.9669.362.61.381030.612.80.343.080.2151.039.722.71.431110.6313.80.353.30.221.1110.082.81.481190.6514.70.363.520.231.1810.442.91.541280.6715.70.383.750.241.2510.831.591370.716.70.390.980.251.3311.163.11.641460.7217.70.44.230.261.4111.523.21.71550.7418.80.424.470.

41、2651.4911.233.31.751650.7719.90.434.730.271.5712.243.41.81760.79210.444.990.281.6612.63.51.861860.8122.20.455.260.291.750.212.963.61.911970.8423.20.475.530.31.840.2113.323.71.962080.8624.50.485.810.311.930.21213.683.82.022190.8825.80.496.10.3152.030.2214.043.92.072310.9127.10.516.390.322.120.22414.4

42、42.122430.9328.40.526.690.332.220.2314.764.12.172550.9529.70.5370.342.310.23515.124.22.232680.9831.10.557.310.3512.420.2415.484.32.28281132.50.567.630.362.530.2515.844.42.332941.0233.90.577.960.3642.630.252續(xù)表QD N ( m m )5075100125150(m3/s)(L/s)v1000iv1000iv1000iv1000iv16.24.52.393081.0535.30.588.290

43、.372.740.2616.564.62.443211.0736.80.68.630.382.850.26416.924.72.493351.0938.30.618.970.392.960.2717.284.82.553501.1239.80.629.330.43.070.27517.644.92.63651.1441.40.649.680.413.20.281852.653801.16430.65100.4143.310.28618.365.12.73951.1944.60.6610.40.423.430.2918.725.22.764111.2146.20.6810.80.433.560.

44、319.085.32.814271.23480.6911.20.443.680.30419.445.42.864431.2649.80.711.60.453.80.3119.85.52.924591.2851.70.72120.4553.920.31520.165.62.974761.353.60.7312.30.464.070.3220.525.73.024931.3355.30.7412.70.474.190.3320.885.81.3557.30.7513.20.484.320.33321.245.91.3759.30.7713.60.494.470.3421.661.3961.50.7

45、8140.54.60.34421.966.11.4263.60.7914.40.5054.740.3522.326.21.4465.70.814.90.5514.870.35622.686.31.4667.80.8215.30.525.030.3623.046.41.49700.8315.80.535.170.3723.46.51.5172.20.8416.20.545.310.37323.766.61.5374.40.8616.70.555.460.3824.126.71.5676.70.8717.20.5555.620.38424.486.81.58790.8817.70.565.770.

46、3924.846.91.681.30.918.10.575.920.39625.271.6383.70.9118.60.586.090.425.567.11.6586.10.9219.10.596.240.4125.927.21.6788.60.9319.60.66.40.41326.287.31.791.10.9520.10.6046.560.4226.647.41.7293.60.9620.70.616.740.424277.51.7496.10.9721.20.626.90.4327.367.61.7798.70.9921.70.637.060.43627.727.71.79101122

47、.20.647.250.4428.087.81.811041.0122.80.657.410.4528.447.91.841071.0323.30.6547.580.45328.881.861091.0423.90.667.750.4629.168.11.881121.0524.40.677.950.46529.528.21.911151.06250.688.120.4729.8848.31.931181.0825.60.698.30.476.30.248.41.951211.0926.20.78.50.48續(xù)表 QD N ( m m )75100125150200(m3/s)(L/s)v10

48、00iv1000iv1000iv1000iv30.68.51.981231.126.70.7048.680.493.490.27330.968.621261.1227.30.718.860.4933.570.27731.328.72.021291.1327.90.729.040.53.650.2831.688.82.051321.1428.50.739.250.5053.730.28332.048.92.071351.1629.20.759.440.513.80.28732.492.091381.1729.90.7459.630.523.910.2933.39.252.151461.231.3

49、0.7710.10.534.070.334.29.52.211541.23330.7910.60.544.280.30535.19.752.271621.2734.70.8111.20.564.490.3136102.331711.336.50.8311.70.574.690.3236.910.252.381801.3338.40.8512.20.594.920.3337.810.52.441881.3640.30.8712.80.65.130.3438.710.752.51971.442.20.8913.40.625.370.3539.6112.562071.4344.20.91140.63

50、5.590.35440.511.252.622161.4646.20.9314.60.645.820.3641.411.52.672261.4948.30.9515.10.666.070.3742.311.752.732361.5350.40.9715.80.676.310.3843.2122.792461.5652.60.9916.40.696.550.3944.112.252.852561.5954.81.01170.76.820.3944512.52.912671.6257.11.0317.70.727.070.445.912.752.962781.6659.41.0618.40.737

51、.320.4146.8133.022891.6961.71.08190.757.60.4247.713.251.7264.11.119.70.767.870.4348.613.51.7566.61.1220.40.778.140.43449.513.751.7969.11.1421.20.798.430.4450.4141.8271.61.1621.90.88.710.4551.314.251.8574.21.1822.60.828.990.4652.214.51.8876.81.223.30.839.30.4753.114.751.9279.51.2224.10.859.590.474541

52、51.9582.21.2424.90.869.880.4855.815.52.0187.81.2826.60.8910.50.557.6162.0893.51.3228.40.9211.10.5159.416.52.1499.51.3730.20.9511.80.5361.2172.211061.41320.9712.50.556317.52.271121.4533.9113.20.5664.8182.341181.4935.91.0313.90.5866.618.52.41251.5337.91.0614.60.5968.4192.471321.57401.0915.30.6170.219.

53、52.531391.6142.11.1216.10.637220.22.61461.6644.31.1516.90.64續(xù)續(xù)表表Q100125150200250(m3/s)(L/s)v1000iv1000iv1000iv1000iv73.820.52.6615541.746.51.1817.70.664.160.4275.6212.731611.7448.81.218.40.674.340.4377.421.52.791691.7851.21.2319.30.694.530.4479.2222.861771.8253.61.2620.20.714.730.458122.52.921851.86

54、56.11.2921.20.724.930.4682.8232.991931.958.61.3222.10.745.130.4784.623.51.9561.21.3523.10.765.350.4886.4241.9963.81.3824.10.775.560.4988.224.52.0366.51.4125.10.795.770.590252.0769.21.4326.10.85.980.5191.825.52.11721.4627.20.826.210.5293.6262.1574.91.4928.30.846.440.5395.426.52.1977.81.5229.40.856.67

55、0.5497.2272.2480.71.5530.50.876.90.559927.52.2883.81.5831.60.887.140.56100.8282.3286.81.6132.80.97.380.57102.628.52.36901.63340.927.620.58104.4292.493.21.6635.20.937.870.59106.229.52.4496.41.6936.40.958.130.61108302.4899.61.7237.70.968.40.62109.830.52.531031.7538.90.988.660.63111.6312.571061.7840.21

56、8.920.64113.431.52.611101.8141.51.019.190.65115.2322.651131.8442.81.039.460.6611732.52.691171.8644.21.049.740.67118.8332.731211.8945.61.06100.68120.633.52.771241.92471.0810.30.69122.4342.821281.9548.41.0910.60.7124.234.52.861321.9849.81.1110.90.71126352.91362.0151.31.1211.20.72127.835.52.941402.0452

57、.71.1411.50.73129.6362.981442.0654.21.1611.80.74131.436.53.021482.0955.71.1712.10.75133.2372.1257.31.1912.40.7613537.52.1558.81.2112.70.77136.8382.1860.41.22130.78138.638.522.21621.2413.40.79140.4392.2463.61.2513.70.8142.239.52.2765.31.2714.10.81144402.2966.91.2914.40.82續(xù)表Q150200250300350(m3/s)(L/s)

58、v1000iv1000iv1000iv1000iv147.6412.3570.31.3215.20.844.870.581.930.43151.2422.4173.81.3515.90.865.090.592.020.44154.8432.4777.41.3816.70.885.320.612.10.45158.4442.52811.4117.50.95.560.622.190.46162452.5884.71.4518.30.925.790.642.290.47165.6462.6488.51.4819.10.946.040.652.380.48169.2472.792.41.5119.90

59、.966.270.662.480.49172.8482.7596.41.5420.80.996.530.682.570.5176.4492.811001.5821.71.016.780.692.670.51180502.871051.6122.61.037.050.712.770.52183.6512.921091.6423.51.057.30.722.870.53187.2522.981131.6724.41.077.580.742.990.54190.8533.041181.725.41.097.850.753.090.55194.4541.7426.31.118.130.763.20.5

60、6198551.7727.31.138.410.783.310.57201.6561.828.31.158.70.793.420.58205.2571.8329.31.178.990.813.530.59208.8581.8630.41.199.290.823.640.6212.4591.931.41.219.580.833.770.61216601.9332.51.239.910.853.880.62219.6611.9633.61.2510.20.8640.63223.2621.9934.71.2710.60.884.120.64226.8632.0335.81.2910.90.894.2