無害通過制度 的英文怎麼說

中文拼音 [hàitōngguòzhì]
無害通過制度 英文
innocent passage regime
  • : 無Ⅰ動詞(沒有) not have; there is not; be without Ⅱ名詞1 (沒有) nothing; nil 2 (姓氏) a surn...
  • : 通量詞(用於動作)
  • : 過Ⅰ動詞[口語] (超越) go beyond the limit; undue; excessiveⅡ名詞(姓氏) a surname
  • : Ⅰ動詞1 (製造) make; manufacture 2 (擬訂; 規定) draw up; establish 3 (用強力約束; 限定; 管束...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 無害 : harmless; do no harm to; innocuous;innocuity; innoxious
  • 通過 : 1 (從一端到另一端) pass through; get past; traverse 2 (同意議案) adopt; pass; carry 3 (以人...
  1. In recent years, the water - saving and control irrigation technique of rice has diverted from plot experimental and demonstration to lare scale. and has got remarkable economic and social benefits. amed at the characteristics of this irrigation area, optimal selection for water - saving techniques of rice, deciding the amout of leaching water and irrigation modles, investigating the adaptability of the water - saving and control irrigation technique in saline land. studying the increase in production mechanism of the technique are important to extend the technique, to better and develop saline land as well as slick spots. according to the results of field experiments, optimization study was conducted on the water - saving irrigation technique of rice in saline land, the effects of different water - saving irrigation techniques on the physiological indexes and yield of rice were systematically analyzed. by using mutiplepurpose fuzzy optimization method, better. water - saving irrigation technique was selector out, that is. the control irrigation technique in rice. the mechanism of it was analyzed from the aspect of the physiological and ecological saving water of rice to provide the implemental process and technical point ; throgh the quantitive analysis and comparision on control irrigation and control class ( flood irrigation ), high production and quality mechanism of the technique was analyzed in terms of physiology indexes of rice, the variation of soil moisture, the pest resistance and the lodge resistance, the change of soil temperature in paddy fields. the yield constitutive factors, the quality of rice and so on. in saline land. control irrigation and intermittent leaching modles were adopted to validate the adaptability of the technique in irrigation of rice in saline land, to analyze rice ' s physiological - ecological indexes and the change of soil salt content under the conditions of control irrigation leaching of rice and and to provide control irrigation and combined modle of intermittent leaching to adapt to different conditions

    本文從試驗及試驗資料入手,取得以下主要成果和結論:對鹽堿地水稻節水灌溉技術進行優化研究,系統地分析了不同節水灌溉技術對水稻生理指標及產量的影響,採用了多目標模糊優化的方法,對灌水技術進行綜合評判,優選了節水灌溉技術,論證該地區宜採用水稻控灌溉技術;闡述控灌技術調節和控水稻的需水規律,降低水稻高產情況下的效水量消耗,從水稻生理、生態節水兩方面分析了控灌技術節水機理,針對性地總結出水稻各生育期實施節水控灌技術的步驟及技術要點;控灌與淹灌的定量對照比較,從根系、莖蘗、冠層葉片及綠葉動態到株高,土壤水分變化,抗病蟲、抗倒伏能力,稻田土溫變化,產量構成因素及稻米品質等諸多方面進行動態比較,分析控灌技術高產優質機理;在鹽堿稻地採用控灌溉+間歇淋洗模式,跟蹤測試田間水鹽變化狀況,驗證控灌溉技術在鹽堿地區水稻灌溉中應用的適應性,分析水稻控灌溉淋洗條件下水稻生理生態指標,提出優化控灌溉+間歇淋洗組合模式,為進一步在高礦化地區試驗水稻控灌技術奠定基礎。
  2. Environmental tort law in japan has originated in liability without negligence in public nuisance, today, liability without negligence and presumption of causation have become common legislation systems in environmental tort law all over the world, compensation and get rid of infringe are the major remedies in civil legal systems

    各國環境侵權法律中,失責任原則和因果關系推定規則已成為。在民事救濟上,主要是賠償損失和排除侵,其中,在排除侵的適用上,各國都帶有濃厚的利益權衡色彩。
  3. Under the present system of non - fault divorce, the system of compensation for damage caused by divorce is a system of remedy of rights established in order to guarantee the legal rights of the non - fault divorcee. by means of remedying the rights of the non - fault divorcee, it compensates the victim ' s property loss and moral damage

    離婚損賠償就是在當今實行錯離婚下,為保障離婚錯方的合法權益而建立的一種權利救濟,它對夫妻關系中錯一方被侵的配偶權利的救濟,補償受人所遭受的財產損失和精神損
  4. As we perfect the criminal procedure and the legal system, the person concerned should be endued with the right of administrative litigation, and judicial review should be used through the administrative litigation

    要徹底解決這個問題,在完善刑事訴訟法和其他相關法律的同時,賦予當事人及利關系人以行政訴訟的權利,行政訴訟程序運用司法審查的手段和途徑解決,疑是一個有益的選擇。
  5. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用;臺後土抗力升溫時採用靜止土壓力加彈性土抗力,降溫時採用主動土壓力;分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺縫橋梁為實例,採用大型用軟體ansys建立平面框架模型,進行彈性、大變形分析,模擬全橋受力和變形特點;同時建立與此對應的有伸縮縫橋梁和整體式橋臺縫橋梁有限元模型,三種橋型同步加載對比分析,研究半整體式橋臺縫橋梁獨特的受力特點和結構性能,總結其設計控因素和構造要求。本文研究知:半整體式橋臺縫橋梁主梁的剪力、彎矩、撓和下部結構的軸力與梁式橋相近,結構整體剛增大,併除去了伸縮縫病;但主梁增加了軸力,下部結構剪力、彎矩較梁式橋大;綜合分析是一種受力合理有實踐和推廣價值的橋型。
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