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簡介:信息化信息化項目工程建設其他費用取費標準項目工程建設其他費用取費標準一、一、取費依據及標準取費依據及標準表61信息化項目工程其他費用項目及取費依據匯總表序號工程建設其他費用工程建設其他費用計費計費取費依據取費依據1建設單位管理費計費基數采用直線內插法確定基價財建2002394號代建項目執(zhí)行粵府200612號2設計費計費基數采用直線內插法確定基價再乘以調整系數計算計價格200210號3監(jiān)理費施工階段計費基數采用直線內插法確定基價再乘以調整系數計算深價規(guī)20091號、發(fā)改價格2007670號;深圳經濟特區(qū)建設工程監(jiān)理條例發(fā)生勘察、設計、保修等階段監(jiān)理時計取相應監(jiān)理費。4前期工作咨詢費計費基數采用直線內插法確定基價再乘以調整系數計算計價格19991283號5招標代理服務費計費基數采用直線內插法確定基價計價格20021980號5其他(人防易地建設費、科學試驗費等)按相關規(guī)定計取根據項目情況而定二、二、計算規(guī)則計算規(guī)則(一)建設單位管理費建設單位管理費1、取費依據財政部基本建設財務管理規(guī)定(財建2002394號)及廣東省政府投資省屬非經營性項目代建管理辦法(試行)(粵府200612號)。2、取費方法(1)一般項目根據表62按內插法計算表62建設單位管理費費率計費基數(萬元)計費基數(萬元)費率(費率()1000以下1510015000125001100001100015000008500011000000510000120000002200000以上018200005668940000105401060000151521180000196011210000023934132000004450814400000827671560000011897516800000153914171000000187938182000000349489注計費額2000000萬元的,以計費額乘以16的收費率計算收費基價。(三)監(jiān)理費(三)監(jiān)理費1、取費依據國家發(fā)改委、建設部的建設工程監(jiān)理與相關服務收費管理規(guī)定(發(fā)改價格2007670號)、關于貫徹國家發(fā)展改革委、建設部建設工程監(jiān)理與相關服務收費管理規(guī)定的通知(深價規(guī)20091號)、深圳經濟特區(qū)建設工程監(jiān)理條例。2、取費方法(1)施工監(jiān)理服務收費基準價施工監(jiān)理服務收費基價專業(yè)調整系數工程復雜程度調整系數高程調整系數A、施工監(jiān)理服務收費基價根據施工監(jiān)理服務收費基價表(見表64),由計費基數采用直線內插法確定基價。B、專業(yè)調整系數取1。C、工程復雜程度調整系數工程復雜程度分為一般、較復雜和復雜三個等級,其調整系數分別為一般Ⅰ級085、較復雜Ⅱ級10、復雜Ⅲ級115。D、高程調整系數深圳地區(qū)項目取1。表64施工監(jiān)理服務收費基價表單位萬元序號序號計費基數計費基數收費基價收費基價15001652100030133000781450001208
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上傳時間:2024-03-17
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簡介:ICS01.080.20;53.100P97蝠酋中華人民共和國國家標準GB/T8593.22010/ISO640521993代替GB/T8593.21998土方機械司機操縱裝置和其他顯示裝置用符號第2部分機器、工作裝置和附件的特殊符號EARTHMOVINGMACHINERYSYMBOLSFOROPERATORCONTROLSANDOTHERDISPLAYSPART2SPECIFICSYMBOLSFORMACHINES,EQUIPMENT蚰DACCESSORIES20101201發(fā)布ISO640521993,IDT20110301實施豐瞀髁鬻瓣訾矬瞥星發(fā)布中國國家標準化管理委員會促1”WWWBZFXWCOM刖暑GB/T8593.22010/ISO640521993GB/T8593土方機械司機操縱裝置和其他顯示裝置用符號分為兩個部分第1部分通用符號;第2部分機器、工作裝置和附件的特殊符號。本部分等同采用ISO640521993土方機械司機操縱裝置和其他顯示裝置用符號第2部分機器、工作裝置和附件的特殊符號英文版,包括其修正案ISO640521993/AMD.11997和ISO640521993/AMD.22004。本部分等同翻譯ISO640521993。為便于使用,本部分做了下列編輯性修改“本國際標準”一詞改為“本部分”;刪除了國際標準前言;對IS0640521993中引用的國際標準,用已采用為我國的標準代替對應的國際標準;刪除了第13章的4處說明中對符號“接合0022和脫開0023”的引用因ISO640512004已刪除這兩個符號;由于修正案1刪除了第19章,故后續(xù)章號重新排列;增加了參考文獻的互聯網站信息,同時刪除4.12條“符號的縮放膠片可從ISO/TC145秘書處獲得”,并將ISO7000、IEC60417和GB/T8593.1ISO64051由第2章移到參考文獻中;將修正案內容納入標準正文中,并在正文中的頁邊空白處用垂直雙線“”標識。本部分是對GB/T8593.21998土方機械司機操縱和其他顯示符號第2部分機器、工作裝置和附件的特殊符號的修訂。本部分與GB/T8593.21998相比,主要變化如下對一些條款內容進行了修改;符號總數量由142個增加到189個,其中,“松土器符號”和“耙土器符號”合并為“地面疏松工作裝置松土器或耙土器符號”符號由18個修改為7個,另增設了58個符號;增加了“參考文獻”。本部分代替GB/T8593.21998。本部分由中國機械工業(yè)聯合會提出。本部分由全國土方機械標準化技術委員會SAC/TC334歸口。本部分起草單位天津工程機械研究院。本部分主要起草人吳潤才、陳樹巧。本部分所代替標準的歷次版本發(fā)布情況為GB85931988、GB/T8593.21998。
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頁數: 34
大?。?0.49(MB)
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下載積分: 6 賞幣
上傳時間:2024-03-14
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大小: 9.47(MB)
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簡介:中文中文55185518字出處出處JOURNALOFMATERIALSPROCESSINGTECHNOLOGY142200320–28翻譯原文翻譯原文DELTAFERRITEPREDICTIONINSTAINLESSSTEELWELDSUSINGNEURALNETWORKANALYSISANDCOMPARISONWITHOTHERPREDICTIONMETHODSMVASUDEVANA,?,AKBHADURIA,BALDEVRAJA,KPRASADRAOBAMETALLURGYANDMATERIALSGROUP,INDIRAGANDHICENTREFORATOMICRESEARCH,KALPAKKAM,INDIABDEPARTMENTOFMETALLURGY,INDIANINSTITUTEOFTECHNOLOGY,CHENNAI,INDIARECEIVED2MAY2002RECEIVEDINREVISEDFORM11DECEMBER2002ACCEPTED17FEBRUARY2003ABSTRACTTHEABILITYTOPREDICTTHEDELTAFERRITECONTENTINSTAINLESSSTEELWELDSISIMPORTANTFORMANYREASONSDEPENDINGONTHESERVICEREQUIREMENT,MANUFACTURERSANDCONSUMERSOFTENSPECIFYDELTAFERRITECONTENTASANALLOYSPECIFICATIONTOENSURETHATWELDCONTAINSADESIREDMINIMUMORMAXIMUMFERRITELEVELRECENTRESEARCHACTIVITIESHAVEBEENFOCUSEDONSTUDYINGTHEEFFECTOFVARIOUSALLOYINGELEMENTSONTHEDELTAFERRITECONTENTANDCONTROLLINGDELTAFERRITECONTENTBYMODIFYINGTHEWELDMETALCOMPOSITIONSOVERTHEYEARS,ANUMBEROFMETHODSINCLUDINGCONSTITUTIONDIAGRAMS,FUNCTIONFITMODEL,FEEDFORWARDBACKPROPAGATIONNEURALNETWORKMODELHAVEBEENPUTFORWARDFORPREDICTINGTHEDELTAFERRITECONTENTINSTAINLESSSTEELWELDSAMONGALLTHEMETHODS,NEURALNETWORKMETHODWASREPORTEDTOBEMOREACCURATECOMPAREDTOOTHERMETHODSAPOTENTIALRISKASSOCIATEDWITHNEURALNETWORKANALYSISISOVERFITTINGOFTHETRAININGDATATOAVOIDOVERFITTING,MACKAYHASDEVELOPEDABAYESIANFRAMEWORKTOCONTROLTHECOMPLEXITYOFTHENEURALNETWORKMAINADVANTAGESOFTHISMETHODARETHATITPROVIDESMEANINGFULERRORBARSFORTHEMODELPREDICTIONSANDALSOITISPOSSIBLETOIDENTIFYAUTOMATICALLYTHEINPUTVARIABLESWHICHAREIMPORTANTINTHECONTENTHENCE,THEDELTAFERRITECONTENTESTIMATEDUSINGTHEWRC1992DIAGRAMWOULDALWAYSBELESSACCURATEANDMAYNEVERBECLOSETOTHEACTUALMEASUREDVALUEINTHEFUNCTIONFITMODEL7FORESTIMATINGFERRITE,THEDIFFERENCEINFREEENERGYBETWEENTHEFERRITEANDTHEAUSTENITEWASCALCULATEDASAFUNCTIONOFCOMPOSITIONANDTHISWASRELATEDTOFERRITENUMBERFNTHEEQUATIONUSEDINTHISMODELTODETERMINEFNISGIVENBELOWFNA1EXPBC_G?11WHEREA,BANDCARETHECONSTANTSTHEADVANTAGESOFTHISSEMIEMPIRICALMODELOVERTHEWRC1992DIAGRAMINCLUDEITSCONSIDERINGEFFECTOFOTHERALLOYINGELEMENTSANDTHEEASEOFEXTRAPOLATIONTOHIGHERCREQANDNIEQVALUESTHISFUNCTIONFITMETHODCANBEUSEDFORAWIDERANGEOFWELDMETALCOMPOSITIONSANDOWINGTOTHEANALYTICALFORMOFTHISMODEL,THEFNCANBEQUANTIFIEDEASILYHOWEVER,THEACCURACYOFTHISMETHODISNOTGREATERTHANTHEWRC1992DIAGRAMVITEKETAL8,9SOUGHTTOOVERCOMETHEMAJORLIMITATIONOFTHECONSTITUTIONDIAGRAMANDTHEFUNCTIONFITMETHODOFNOTTAKINGINTOACCOUNTTHEELEMENTALINTERACTIONS,BYUSINGNEURALNETWORKSFORPREDICTINGFERRITEINSSWELDSTHEIMPROVEMENTINACCURACYINPREDICTINGTHEDELTAFERRITECONTENTBYUSINGNEURALNETWORKS,INVOLVINGAFEEDFORWARDNETWORKWITHABACKPROPAGATIONOPTIMIZATIONSCHEME,HASBEENCLEARLYBROUGHTINTHEIRSTUDYTHEEFFECTOFVARIOUSELEMENTSONTHEDELTAFERRITECONTENTFORAFEWBASECOMPOSITIONSWASEXAMINEDBYCALCULATINGTHEFNASAFUNCTIONOFCOMPOSITIONHOWEVER,ITWASNOTPOSSIBLEINTHEIRANALYSISTODIRECTLYINTERPRETTHEELEMENTALCONTRIBUTIONSTOTHEFINALFNTHEPREDICTIONANDMEASUREMENTOFFERRITEINSSWELDSREMAINSOFSCIENTIFICINTERESTDUETOLIMITATIONSINALLTHECURRENTMETHODS,ANDNEWERMETHODSANDCONSTITUTIONDIAGRAMSARECONTINUOUSLYBEINGPROPOSEDTOPREDICTTHEDELTAFERRITECONTENTFORAWIDERRANGEOFSSTYPESITWASINTHISCONTEXTTHATTHEDEVELOPMENTOFAMOREACCURATENEURALNETWORKBASEDPREDICTIVETOOLFORESTIMATINGTHEEFFECTOFVARIOUSALLOYINGELEMENTSONTHEDELTAFERRITECONTENTFORDIFFERENTSSWELDSWASTAKENUPINTHISWORKAPOTENTIALRISKASSOCIATEDWITHNEURALNETWORKANALYSISISOVERFITTINGOFTHE
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上傳時間:2024-03-12
頁數: 30
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上傳時間:2024-03-15
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大小: 0.06(MB)
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簡介:JOURNALOFMATERIALSPROCESSINGTECHNOLOGY142200320–28DELTAFERRITEPREDICTIONINSTAINLESSSTEELWELDSUSINGNEURALNETWORKANALYSISANDCOMPARISONWITHOTHERPREDICTIONMETHODSMVASUDEVANA,?,AKBHADURIA,BALDEVRAJA,KPRASADRAOBAMETALLURGYANDMATERIALSGROUP,INDIRAGANDHICENTREFORATOMICRESEARCH,KALPAKKAM,INDIABDEPARTMENTOFMETALLURGY,INDIANINSTITUTEOFTECHNOLOGY,CHENNAI,INDIARECEIVED2MAY2002RECEIVEDINREVISEDFORM11DECEMBER2002ACCEPTED17FEBRUARY2003ABSTRACTTHEABILITYTOPREDICTTHEDELTAFERRITECONTENTINSTAINLESSSTEELWELDSISIMPORTANTFORMANYREASONSDEPENDINGONTHESERVICEREQUIREMENT,MANUFACTURERSANDCONSUMERSOFTENSPECIFYDELTAFERRITECONTENTASANALLOYSPECIFICATIONTOENSURETHATWELDCONTAINSADESIREDMINIMUMORMAXIMUMFERRITELEVELRECENTRESEARCHACTIVITIESHAVEBEENFOCUSEDONSTUDYINGTHEEFFECTOFVARIOUSALLOYINGELEMENTSONTHEDELTAFERRITECONTENTANDCONTROLLINGDELTAFERRITECONTENTBYMODIFYINGTHEWELDMETALCOMPOSITIONSOVERTHEYEARS,ANUMBEROFMETHODSINCLUDINGCONSTITUTIONDIAGRAMS,FUNCTIONFITMODEL,FEEDFORWARDBACKPROPAGATIONNEURALNETWORKMODELHAVEBEENPUTFORWARDFORPREDICTINGTHEDELTAFERRITECONTENTINSTAINLESSSTEELWELDSAMONGALLTHEMETHODS,NEURALNETWORKMETHODWASREPORTEDTOBEMOREACCURATECOMPAREDTOOTHERMETHODSAPOTENTIALRISKASSOCIATEDWITHNEURALNETWORKANALYSISISOVERFITTINGOFTHETRAININGDATATOAVOIDOVERFITTING,MACKAYHASDEVELOPEDABAYESIANFRAMEWORKTOCONTROLTHECOMPLEXITYOFTHENEURALNETWORKMAINADVANTAGESOFTHISMETHODARETHATITPROVIDESMEANINGFULERRORBARSFORTHEMODELPREDICTIONSANDALSOITISPOSSIBLETOIDENTIFYAUTOMATICALLYTHEINPUTVARIABLESWHICHAREIMPORTANTINTHENONLINEARREGRESSIONINTHEPRESENTWORK,BAYESIANNEURALNETWORKBNNMODELFORPREDICTIONOFDELTAFERRITECONTENTINSTAINLESSSTEELWELDHASBEENDEVELOPEDTHEEFFECTOFVARYINGCONCENTRATIONOFTHEELEMENTSONTHEDELTAFERRITECONTENTHASBEENQUANTIFIEDFORTYPE309AUSTENITICSTAINLESSSTEELANDTHEDUPLEXSTAINLESSSTEELALLOY2205THEBNNMODELISFOUNDTOBEMOREACCURATECOMPAREDTOTHATOFTHEOTHERMETHODSFORPREDICTINGDELTAFERRITECONTENTINSTAINLESSSTEELWELDS?2003ELSEVIERSCIENCEBVALLRIGHTSRESERVEDKEYWORDSNEURALNETWORKANALYSISDELTAFERRITECONTENTAUSTENITICSTAINLESSSTEELDUPLEXSTAINLESSSTEEL1INTRODUCTIONTHEABILITYTOESTIMATETHEDELTAFERRITECONTENTACCURATELYHASPROVENVERYUSEFULINPREDICTINGTHEVARIOUSPROPERTIESOFAUSTENITICSSWELDSAMINIMUMDELTAFERRITECONTENTISNECESSARYTOENSUREHOTCRACKINGRESISTANCEINTHESEWELDS1,2,WHILEANUPPERLIMITONTHEDELTAFERRITECONTENTDETERMINESTHEPROPENSITYTOEMBRITTLEMENTDUETOSECONDARYPHASES,EGSIGMAPHASE,ETC,FORMEDDURINGELEVATEDTEMPERATURESERVICE3ATCRYOGENICTEMPERATURES,THETOUGHNESSOFTHEAUSTENITICSSWELDSISSTRONGLYINFLUENCEDBYTHEDELTAFERRITECONTENT4INDUPLEXSTAINLESSSTEELWELDMETALS,ALOWERFERRITELIMITISSPECIFIEDFORSTRESSCORROSIONCRACKINGRESISTANCEWHILETHEUPPERLIMITISSPECIFIEDTOENSUREADEQUATEDUCTILITYANDTOUGHNESS5HENCE,DEPENDINGONTHESERVICEREQUIREMENTALOWERLIMITAND/ORANUPPERLIMITONDELTAFERRITECONTENTISGENERALLYSPECIFIEDDURINGTHESELEC?CORRESPONDINGAUTHORTEL91411480232FAX91411440381EMAILADDRESSDEVIGCARERNETINMVASUDEVANTIONOFFILLERMETALCOMPOSITION,THEMOSTACCURATEDIAGRAMTODATEWRC1992ISUSEDGENERALLYTOESTIMATETHE?FERRITECONTENT6THECREQANDNIEQFORMULAEUSEDFORGENERATINGTHEWRC1992CONSTITUTIONDIAGRAMISGIVENBYCREQCRMO07NBANDNIEQNI35C20N025CUTHELIMITATIONOFTHESEEQUATIONSISTHATVALUESOFTHECOEFFICIENTSFORTHEDIFFERENTELEMENTSREMAINUNCHANGEDIRRESPECTIVEOFTHECHANGEINTHEBASECOMPOSITIONOFTHEWELDHOWEVER,THERELATIVEINFLUENCEOFEACHALLOYINGADDITIONGIVENBYTHEELEMENTALCOEFFICIENTSINTHECREQANDNIEQEXPRESSIONSISLIKELYTOCHANGEOVERTHEFULLCOMPOSITIONRANGEFURTHERMORE,THESEEXPRESSIONSIGNORETHEINTERACTIONBETWEENTHEELEMENTSALSO,THEREAREANUMBEROFALLOYINGELEMENTSTHATHAVENOTBEENCONSIDEREDINTHEWRC1992DIAGRAMELEMENTSLIKESI,TI,WHAVENOTBEENGIVENDUETOCONSIDERATIONS,THOUGHTHEYAREKNOWNTOINFLUENCETHEDELTAFERRITECONTENTHENCE,THEDELTAFERRITECONTENTESTIMATEDUSINGTHEWRC1992DIAGRAMWOULDALWAYSBELESSACCURATEANDMAYNEVERBECLOSETOTHEACTUALMEASUREDVALUEINTHEFUNCTIONFITMODEL7FORESTIMATINGFERRITE,THEDIFFERENCEINFREEENERGYBETWEENTHEFERRITEANDTHEAUSTENITEWASCALCULATED09240136/–SEEFRONTMATTER?2003ELSEVIERSCIENCEBVALLRIGHTSRESERVEDDOI101016/S092401360300430822MVASUDEVANETAL/JOURNALOFMATERIALSPROCESSINGTECHNOLOGY142200320–28FIG1SCHEMATICDIAGRAMOFTHENETWORKSTRUCTURESHOWINGTHEINPUTNODES,HIDDENUNITSANDTHEOUTPUTNODEFUNCTIONSOTHATEACHINPUTCONTRIBUTESTOEVERYHIDDENUNIT,WHERENISTHETOTALNUMBEROFINPUTVARIABLESHITANH??N?JW1IJXJΘ1I??3HERETHEBIASISDESIGNATEDASΘANDISANALOGOUSTOTHECONSTANTINLINEARREGRESSIONTHETRANSFERFROMTHEHIDDENUNITSTOTHEOUTPUTISLINEAR,ANDISGIVENBYYN?IW2IHIΘ24THEOUTPUTYISTHEREFOREANONLINEARFUNCTIONOFXJ,WITHTHEFUNCTIONUSUALLYSELECTEDFORFLEXIBILITYBEINGTHEHYPERBOLICTANGENTTHUS,THENETWORKISCOMPLETELYDESCRIBEDIFTHENUMBEROFINPUTNODES,OUTPUTNODESANDTHEHIDDENUNITSAREKNOWNALONGWITHALLTHEWEIGHTSWIJANDBIASESΘITHESEWEIGHTSWIJAREDETERMINEDBYTRAININGTHENETWORKANDINVOLVESMINIMIZATIONOFAREGULARIZEDSUMOFSQUAREDERRORSTHEBNNANALYSISOFMACKAY10ALLOWSTHECALCULATIONOFERRORBARSWITHTWOCOMPONENTSONEREPRESENTINGTHEPERCEIVEDLEVELOFNOISEΣVINTHEOUTPUTANDTHEOTHERINDICATINGTHEUNCERTAINTYINTHEDATAFITTINGTHISLATTERCOMPONENTOFTHEERRORBARSEMANATINGFROMTHEBAYESIANFRAMEWORKALLOWSTHERELATIVEPROBABIL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簡介:第五章基因突變及其他變異單元檢測(學案35)一、選擇題(本題共20小題,每小題2分,共40分)1一條染色體上連接的兩條染色單體上所攜帶的全部基因,本應該完全相同,但實際不同,其原因可能是()A復制吋出現差錯B聯會時姐妹染色單體之間發(fā)生了交叉互換C發(fā)生了連鎖和互換D該生物為雜合體2在下列可遺傳的變異來源中,能夠產生新基因的變異類型是()A基因重組B染色體結構變異C基因突變D染色體數目變異3?如圖表示果蠅某一條染色體上幾個基因,相關敘述中不正確的是()A觀察圖示對知,基因在染色體上呈線性排列B圖示各基因中只有部分脫氧核昔酸序列能編碼蛋白質C如含紅寶石眼基因的片段缺失,說明發(fā)生了基因突變D基因屮有一個堿基對的替換,不一定會引起生物性狀的改變4?以下關于生物變異的敘述,正確的是()A基因突變都會遺傳給后代B基因堿基序列發(fā)生改變,不一定導致性狀改變C染色體變異產生的后代都是不育的D基因重組只發(fā)生在生殖細胞形成過程中5唐氏先天性愚型遺傳病比正常人多了一條染色體,其主要原因是下列哪一項發(fā)生了錯誤()ADNA復制B無絲分裂C有絲分裂D減數分裂6某常染色體隱性遺傳病在人群中的發(fā)病率為1,色盲在男性屮的發(fā)病率為7?,F有一對表現正常的夫婦,妻子為該常染色體遺傳病致病基因和色盲致病基因攜帶者。那么他們所生小孩同時患上述兩種遺傳病的概率是()A1/88B1/22C7/2200D3/800白眼黃身匸截翅R深紅眼工朱紅眼工短硬毛14用一定劑量的稀硝酸處理某種霉菌,誘發(fā)了基因突變,稀硝酸最有可能在下列哪個過程中起作用()A有絲分裂間期B有絲分裂全過程C受精作用過程D減數第一次分裂間期15從理論上分析下列各項,其中錯誤的是()A二倍體X二倍體一二倍體B四倍體X二倍體一三倍體C三倍體X四倍體一三倍體D二倍體X六倍體四倍體16如圖表示人體某正?;蚱渭捌淇刂坪铣傻亩嚯捻樞?。八?D表示4種基因突變的位注除圖屮密碼子外,已知GAC(天冬氨酸)、GGU和GGG(甘氨酸)、AUG(甲硫氨酸)、UAG(終止信號)。翻譯時由左向右進行AA處突變會引起多肽鏈川氨棊酸種類變化BB處突變對結杲無影響CC處突變會引起多肽鏈屮氨基酸數量變化DD處突變會導致肽鏈的延長停止17生物體內的基因重組()A能夠產生新的基因B在生殖過程屮都能發(fā)生C是生物變異的根本來源D在同源染色體之間可發(fā)生18下列情況不屬于染色體變異的是()點。A處丟失T/A,為C/G,C處T/AD處G/C變?yōu)锳/T。突變不同時發(fā)生。述不正確的是DNAMRNA多肽B處T/A變變?yōu)镚/C,假設4種則下列敘()CIAGATACCATAC
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簡介:建設項目環(huán)境影響報告表建設項目環(huán)境影響報告表項目名稱稱新型保溫建材加工項目新型保溫建材加工項目建設單位建設單位蓋章蓋章大豐市金玖節(jié)能保溫科技有限公司大豐市金玖節(jié)能保溫科技有限公司編制日期編制日期20152015年9月1日大豐市南金環(huán)保科技有限公司編制大豐市南金環(huán)??萍加邢薰揪幹颇夸浗ㄔO項目基本情況建設項目基本情況1工程規(guī)模和內容(不夠時可附另頁)工程規(guī)模和內容(不夠時可附另頁)4建設項目所在地自然環(huán)境社會環(huán)境簡況建設項目所在地自然環(huán)境社會環(huán)境簡況9環(huán)境質量狀況環(huán)境質量狀況14評價適用標準及總量控制指標評價適用標準及總量控制指標16建設項目工程分析建設項目工程分析20主要污染物產生及預計排放情況主要污染物產生及預計排放情況26環(huán)境影響分析環(huán)境影響分析27建設項目擬采取的防治措施及預期治理效果建設項目擬采取的防治措施及預期治理效果35結論與建議結論與建議36“三同時”驗收一覽表“三同時”驗收一覽表30附圖附圖附圖一、生態(tài)圖附圖二、項目周邊環(huán)境現狀概括圖附圖三、項目平面布置圖附件附件附件一、委托書附件二、建設項目環(huán)境保護審批登記表附件三、建設項目環(huán)境保護總量申請表附件四、鹽城市大豐區(qū)發(fā)展與改革委員會關于本項目備案的通知附件五、公眾調查表附件六、公示及公示情況附件七、房屋買賣合同及對方土地證
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簡介:中華人民共和國國家環(huán)境保護標準中華人民共和國國家環(huán)境保護標準HJ11192020排污許可證申請與核發(fā)技術規(guī)范石墨及其他非金屬礦物制品制造TECHNICALSPECIFICATIONFORAPPLICATIONANDISSUANCEOFPOLLUTANTPERMITGRAPHITEANDNONMETALLICMINERALPRODUCTSINDUSTRY(發(fā)布稿)本電子版為發(fā)布稿。請以中國環(huán)境出版集團出版的正式標準文件為準。20200304發(fā)布20200304實施生態(tài)環(huán)境部發(fā)布II前言為貫徹落實中華人民共和國環(huán)境保護法中華人民共和國大氣污染防治法中華人民共和國水污染防治法等法律法規(guī),以及國務院辦公廳關于印發(fā)控制污染物排放許可制實施方案的通知(國辦發(fā)〔2016〕81號)和排污許可管理辦法(試行)(環(huán)境保護部令第48號),完善排污許可技術支撐體系,指導和規(guī)范石墨及其他非金屬礦物制品制造排污單位排污許可證申請與核發(fā)工作,制定本標準。本標準規(guī)定了石墨及其他非金屬礦物制品制造排污單位基本情況填報要求、許可排放限值確定、實際排放量核算和合規(guī)判定的方法,以及自行監(jiān)測、環(huán)境管理臺賬及排污許可證執(zhí)行報告等環(huán)境管理要求,提出了石墨及其他非金屬礦物制品制造排污單位污染防治可行技術參考要求。本標準的附錄A附錄E為資料性附錄。本標準為首次發(fā)布。本標準由生態(tài)環(huán)境部環(huán)境影響評價與排放管理司、法規(guī)與標準司組織制訂。本標準主要起草單位中日友好環(huán)境保護中心(生態(tài)環(huán)境部環(huán)境發(fā)展中心)、貴陽鋁鎂設計研究院有限公司、中國炭素行業(yè)協會、有色金屬技術經濟研究院、中國恩菲工程技術有限公司。本標準生態(tài)環(huán)境部2020年03月04日批準。本標準自2020年03月04日起實施。本標準由生態(tài)環(huán)境部解釋。
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