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原文：DesigntheleaderIsitdrawmaterialsonrealprojectlettingcampaqueductingtodesignoriginally,letcampaqueductlandmuddyirrigatedarealeapbuilding,Iraqofriverofeastonetrunkcanal.ThemuddyirrigatedareaoflandisoneofbiggerirrigatedareasofHenanProvince,theirrigatedareaisinhalfamountainareasandmoundmountainrangeareas,crossesoversixcountiesofthreeareasinLuoyang,Kaifeng,Zhengzhou,theirrigatedareaofirrigatedareais57.61hectares.Thewholeirrigatedareaisdonethecompositionofthreetrunkcanalsbytwototaltrunkcanalandtheeastone,theeast,thewest,totallength290.5m,1134.32aqueductsbuildings,totallength9.8Km.Eastonetrunkcanalplan3.841ofirrigatedarea,intheeastoneirrigatedareamoreforhillsaridarea,thehillockdepressionisalternateinthedistrict,thegroundiscoveredfortheredandbrownclayandloess,hydrogeologyisrelativelybad,lacktheundergroundsourceofwater.Letcampaqueductplanaxislong748.1m,thissectionforbeinggettingmauve,gettingreddishbrownconglomerateinsertsandqualityclay,theconglomeratecompositionisquartzsandstone,quartzite,etc.,thesurfaceisweatheredseriously,protrudingandconcaveandnotsmooth,thenakedeyecanseethecorrosion,thediametercomesindifferentsizes,thereisphenomenonofinfiltratinginthehole.Letcampaqueductlargeraqueductattheeastonetrunkcanal,sotoisitconcernwholeeastonetrunkcanalofplanningirrigatedareasornottobuildupaqueductthis,irrigatedareaofplanningofthemuddyirrigatedareaoftheevenwholeland.Originallydesigningtherankofthebuildingaccordingtotertiaryconsideration,itis80todesigntheearthquakeintensity.Thetaskoriginallydesignedhastwoitemsmainly,letgeologytopographicalterms,campofsectionaccordingtoeastonetrunkcanal,drafttwodifferentkindsofleapbuildingpatternofriverforthefirsttime,andcomparethroughtechnologicaleconomy,chooseeconomytoberationalfromit,safeandreliablefeasiblescheme;Second,confirmthephysicaldimensionaccordingtotheselectedscheme,afterinstructingtheteacherhowtoapprove,calculatethewaterconservancyandstructure.HaveprovedandprovedthejoiningtypeUsectionaqueductandroofbeamtyperectanglesectionaquedu
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