一期工程最不利环路水力计算表汇.doc

一期工程最不利环路水力计算表序号负荷(MW)负荷(kW)流量(t/h)管径实际管长(m)计算管长(m)ν(m/s)△Py(Pa)总阻力(Pa)R(Pa/m)电厂-A2812810004027.671000982512772.51.4517217383434767A-B2812810004027.671000107013911.7929.64116382326B-a161.661616602317.13700518673.41.7136.62467549349a-b154.171541702209.7770011651514.51.6333.350471100942b-d151.051510502165.057005907671.59322453649073d-e144.031440302064.43700227295.11.5229.1858317166e-f141.691416902030.89700474616.21.528.11734534690f-g129.831298301860.9700646839.81.3723.61984739694g-h98.94989401418.14600682886.61.4230.82733554670h-j96.13961301377.86600482626.61.3829.11823736474j-k82.09820901176.62600139180.71.1821.238357670k-l68.3668360979.836008911158.30.9814.71704834096l-m68.3668360979.83600235305.50.9814.744968993m-o68.3668360979.836004005200.9814.7765315307o-p68.3668360979.83600215279.50.9814.741148227p-q37.3537350535.35500207269.10.7711.430796158q-r37.3537350535.35500206267.80.7711.430646129r-y34.8534850499.525005807540.7210751115023y-u24.8724870356.47500343445.90.515.122624524u-t11.2311230160.96500343445.90.231461923t-1411.2311230160.962502503250.9339.41279425587t-s000500456592.80000合计184181031788二期工程最不利环路水力计算表序号负荷(MW)负荷(kW)流量(t/h)管径实际管长(m)计算管长(m)ν(m/s)R(Pa/m)△Py(Pa)总阻力(Pa)电厂-A2812810004027.671000982512772.51.4517217383434767A-B2812810004027.671000107013911.7929.64116382326B-a179.141791452567.74800208270.41.4522.3603612071a-b173.061730602480.53800375487.51.4101552031020310b-c1661660032379.37800226293.81.3419.2563111262c-d162.651626492331.3800352457.61.3118.4842016840d-e159.291592902283.16800475617.51.2917.61089821795e-f151.531515262171.87700323419.91.632.2135172