第1页共54页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第1页共54页原文：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.HaveprovedandprovedthejoiningtypeUsectionaqueductandroofbeamtyperectanglesectionaqueductmainlyinscheme,selecttheroofbeamtyperectanglesectionaqueductfinally.Definiteconceptualdesignmaintoassignwhilebeingwholewhilebeingincludingtroughbody,verticalsectiondesign,design,supportingstructuraldesign,etc.,troughofbody.Thewholeaqueductlong770m,isdividedinto49andstepped,steps15meachtime,designflow40m3/s,strengthenflow45m3/s.Theslopeis1/1300.Thetroughistakenastheordinaryarmoredconcretestructure,therectanglegivesupandwearsthepullrod,theclearwidth4.565moftroughbody,netdeep3.652m,thesidewallthick20cm,high4.252m,thick40cmofphotographicplate,thepullrodisasquaresectionof10cm¿10cm,interval2m.Hadconcretemoundthatwaterrequestsadoptedthehollowroundrectanglesectionbigbecauseof第2页共54页第1页共54页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第2页共54页theoverheaddistanceinthemainrivertroughone,amountsto15,moundbodybiggesthigh32m,by20allaround:Theslopeof1isexpandeddownwards.Adoptingthesingleshelfinthebeachlocation,itisthearmoredconcretestructuretoarrangetheshelf,amountingto34,thebiggesthigh22.52m,isdividedintofourlayers,itis4.565mtogotothethree-storyedintervalofcentrelineofcrossbeam,thelimbpostsectionisarectanglesectionof50cm¿70cm,thecrossbeamisarectangleterminalsurfaceof40cm¿60cm.Bothendssetupthegravitytypetroughplatfor...
