(一)总公式.doc
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1、(一)总公式(二)单一重现期暴雨强度公式重现期 P(年)暴雨强度公式P2P3P5P10P20P30P50P100 附件南丹县城市排水防涝暴 雨 强 度 公 式 及 计 算 图 表(设 计 用 表)河池市安信达气象灾害防御技术服务中心2019年1月说 明1.本计算公式和图表是根据南丹国家气象站52年(19662017年)的连续自记雨量记录为基础,采用“年最大值法”对暴雨样本资料进行选样,由耿贝尔分布曲线拟合数据,得到P-i-t关系表,再由最小二乘法求解公式参数得到。2.以重现期2、3、5、10、20、30、50、100(年)相应的单一重现期暴雨强度公式编制查算表(表二),设计暴雨强度可按选定设计
2、重现期直接查用表中对应的数值(单一重现期暴雨强度公式见表一)。3.若采用其它重现期,设计暴雨强度可用暴雨强度总公式计算: 式中:q设计暴雨强度升/(秒公顷) i设计暴雨强度(毫米/分钟) P设计暴雨重现期(年) t降雨历时(分钟)4.适用范围本计算公式和图表适用的时间范围是1200分钟,空间范围是南丹县城区。5.公式误差重现期220年的暴雨强度总公式算得的平均绝对均方差为0.016(mm/min),平均相对均方差为1.49%;单一重现期暴雨强度公式平均绝对方差为0.011mm/min,平均相对均方差为0.70%,精度符合室外排水设计规范(GB500142006,2016年版)的要求。单一重现期
3、暴雨强度公式精度明显优于暴雨强度总公式,推荐使用单一重现期暴雨强度公式。表一 单一重现期暴雨强度公式重现期 P(年)暴雨强度公式P2P3P5P10P20P30P50P100 表二 暴雨强度查算表P=2a t(min) qL/(shm2)tqtqtqtqtq1427.70541171.89781112.17712184.64116168.5712410.86042169.54382111.24712284.13816268.2533395.40343167.25883110.33412383.64216367.9384381.16544165.03984109.43712483.15216467
4、.6275368.00445162.88485108.55612582.66816567.3196355.79946160.79086107.69012682.19016667.0147344.44747158.75487106.84012781.71816766.7128333.86048156.77388106.00312881.25216866.4139323.96049154.84689105.18212980.79216966.11610314.68150152.97090104.37313080.33717065.82311305.96651151.14391103.5791317
5、9.88917165.53312297.76252149.36392102.79713279.44517265.24513290.02553147.62893102.02813379.00717364.96014282.71554145.93794101.27213478.57417464.67815275.79755144.28895100.52813578.14617564.39816269.24056142.6799699.79613677.72417664.12117263.01457141.1089799.07513777.30617763.84718257.09558139.576
6、9898.36613876.89317863.57519251.46159138.0799997.66813976.48617963.30620246.09060136.61710096.98014076.08218063.03921240.96461135.18810196.30314175.68418162.77522236.06762133.79210295.63614275.29018262.51323231.38263132.42710394.98014374.90018362.25324226.89664131.09210494.33314474.51518461.99625222
7、.59765129.78610593.69614574.13418561.74126218.47266128.50810693.06814673.75718661.48927214.51067127.25810792.44914773.38518761.23828210.70368126.03410891.83914873.01618860.99029207.04169124.83510991.23814972.65218960.74430203.51570123.66111090.64515072.29219060.50031200.11971122.51111190.06115171.93
8、519160.25932196.84472121.38511289.48515271.58219260.01933193.68473120.28011388.91715371.23319359.78234190.63374119.19811488.35715470.88819459.54635187.68675118.13611587.80415570.54719559.31336184.83676117.09511687.25915670.20919659.08237182.08077116.07411786.72115769.87419758.85238179.41278115.07211
9、886.19115869.54319858.62539176.82879114.08911985.66815969.21619958.39940174.32480113.12512085.15116068.89120058.176P=2a t(min) i(mm/min)tititititi12.561411.029810.6721210.5071610.41122.460421.015820.6661220.5041620.40932.368431.002830.6611230.5011630.40742.282440.988840.6551240.4981640.40552.204450.
10、975850.6501250.4951650.40362.131460.963860.6451260.4921660.40172.063470.951870.6401270.4891670.39981.999480.939880.6351280.4871680.39891.940490.927890.6301290.4841690.396101.884500.916900.6251300.4811700.394111.832510.905910.6201310.4781710.392121.783520.894920.6161320.4761720.391131.737530.884930.6
11、111330.4731730.389141.693540.874940.6061340.4711740.387151.651550.864950.6021350.4681750.386161.612560.854960.5981360.4651760.384171.575570.845970.5931370.4631770.382181.539580.836980.5891380.4601780.381191.506590.827990.5851390.4581790.379201.474600.8181000.5811400.4561800.377211.443610.8101010.577
12、1410.4531810.376221.414620.8011020.5731420.4511820.374231.386630.7931030.5691430.4491830.373241.359640.7851040.5651440.4461840.371251.333650.7771050.5611450.4441850.370261.308660.7701060.5571460.4421860.368271.284670.7621070.5541470.4391870.367281.262680.7551080.5501480.4371880.365291.240690.7481090
13、.5461490.4351890.364301.219700.7401100.5431500.4331900.362311.198710.7341110.5391510.4311910.361321.179720.7271120.5361520.4291920.359331.160730.7201130.5321530.4271930.358341.142740.7141140.5291540.4241940.357351.124750.7071150.5261550.4221950.355361.107760.7011160.5231560.4201960.354371.090770.695
14、1170.5191570.4181970.352381.074780.6891180.5161580.4161980.351391.059790.6831190.5131590.4141990.350401.044800.6771200.5101600.4132000.348P=3a t(min) qL/(shm2)tqtqtqtqtq1466.47941190.22181124.75412194.40916176.6442448.47442187.64882123.73112293.85416276.2923431.93143185.15083122.72612393.30516375.94
15、44416.67444182.72584121.73912492.76416475.6005402.55545180.36885120.76912592.23016575.2596389.44746178.07786119.81612691.70216674.9217377.24347175.84987118.88012791.18116774.5868365.85048173.68288117.96012890.66616874.2559355.18849171.57289117.05512990.15816973.92710345.18750169.51890116.16513089.65
16、617073.60211335.78551167.51891115.29013189.16017173.28012326.92852165.56892114.42913288.67017272.96213318.57053163.66893113.58213388.18617372.64614310.66854161.81594112.74913487.70717472.33415303.18555160.00895111.93013587.23517572.02416296.08756158.24596111.12313686.76817671.71717289.34557156.52397
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