广西城镇暴雨强度公式成果表

广西32城镇暴雨强度公式成果城镇暴雨强度公式降雨强度2q5(L/s·hm)2P=2P=3P=4P=5P=10P=50名称(L/s·hm)河池q=2850(1+/(t+469510540563635800融水q=2097(1+/(t+489528556577643796宁明q=4030(1+/(t+454495525548619785东兴q=1217[1+(lgP)2]/(t+5)玉林q=2170(1+/(t+493529556576638784梧州q=2670(1+/(t+7)509545571592654799全州q=1530(1+/(t+5)387419443461517647阳朔q=2000(1+/(t+6)427458480497551675桂平q=2270(1+/(t+517555582602667816贺州q=1820(1+/(t+5)406434455470519632罗城q=2080(1+/(t+416452477497558701南丹q=3150(1+/(t+12)429468495516582734平果q=3680(1+/(t+425457480497552680田东q=3450(1+/(t+12)458502534558634811田阳q=2700(1+/(t+11)428467495516582737来宾q=2184(1+/(t+8)439472496514571703鹿寨q=1920(1+/(t+10)403432453469519636宜州q=2430(1+/(t+414447471489546679兴安q=2370(1+/(t+9)400432454472526653昭平q=1980(1+/(t+507554588614695883柳城q=2480(1+/(t+9)411447473493554697武鸣q=3460(1+/(t+16)415450474493551686田林q=3520(1+/(t+12)462499525545608754隆林q=3200(1+/(t+12)386418441458513639崇左q=4645(1+/(t+13)467502527546605744南宁q=(1+/(t+457493519538600743桂林q=(1+/(t+412448474493555697柳州q=(1+/(t+416462495520599782百色q=(1+/(t+397434460480543688北海q=(1+/(t+483517542561620757防城q=(1+/(t+501529549565614728港钦州q=(1+/(t+495539570594669843贵港q=(1+/(t+467507536558628789注：1、广西32城镇暴雨强度公式由曲申酉教授级高工推导。2、摘自中国土木工程学会·排水委员会二届二次年会论文集461～463页。3、文集百色分母(t+纠正为(t+；河池分母(t+纠正为(t+；融水分母(t+纠正为(t+；东兴改为q=1217[1+(lgP)2]/(t+5)；鹿寨分子2430应改为1920。4、早期阳朔分子是2000(1+，后来改为2000(1+。5、给水排水设计手册第5册城镇排水第一版（红皮书）63页梧州分子2070(1+有误。6、来宾是2005年新公式。7、南宁变动较大，征得曲工同意，改用上述公式。肖睿书整理2009年9月21日修改