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breach of
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  违约
     Comparison on the Right of Insecurity Pleadings and Anticipatory Breach of Contract System——Review Concurrently to the Stipulation of Article 68、94 and 108 of 《Contract Law》
     不安抗辩权与预期违约制度之比较——兼评《合同法》第68、94及108条规定
短句来源
     responsibility of product mainly is responsibility of tort ,but it also involve the double of the responsibility of breach of contract and
     产品责任主要是侵权责任,但在大多数情况下也涉及违约责任与侵权责任的竞合。 在责任竞合的情况
短句来源
     Comparative Studies of Remedies for Anticipated Breach of Contract——Also on the legislation defects of Arts. 68, 69, 94, and 108 of Chinese Contract Law
     预期违约与不安抗辩权比较研究——兼评我国《合同法》第68、69、94和108条的立法缺失
短句来源
     Content abstract is expected to break promise ( anticipatory breach of contract) also fit break promise in advance, it is a kind of special form in generalized responsibility of breach of contract.
     预期违约(anticipatory breach of contract)亦称先期违约,是广义违约责任中的一种特殊形式。
短句来源
     The article is aimed at discussing the advantages and disadvantages of Anticipatory breach of the contract law,especially the combination of Anticipatory breach and inassured pleading, by analyzing the system,value orientation,rationality and the correlated issues.
     本文试图从分析预期违约的制度架构、价值取向、存在的合理性以及其与大陆法系相关制度的比较等问题 ,探讨一下我国《合同法》在预期违约制度上的成功与不足 ,特别是预期违约与不安抗辩的结合问题
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  “breach of”译为未确定词的双语例句
     1.4 The main causes of accidents were breach of duty (19.87%), against rules and regulations (18.61%), facility failure (17.67%) and natural disaster (9.78%).
     1.4 事故的主要原因依次是失职(19.87%)、违章(18.61%)、设备故障(17.67%)与自然灾害(9.78%)。
短句来源
     (2) the breach of that duty;
     (2) 民事注意义务的违反;
短句来源
     Strategic Breach of the Construction of the Overall Well-off Society in Anhui Province
     安徽省全面建设小康社会战略突破口的思考
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     On the contrary, it constitutes a breach of collective security under the United Nations Charter and also undermines the collective security Institution under the international law.
     科索沃战争与科索沃国际维护和平行动均不是集体安全制度的具体实施,相反,这些行动侵蚀了《联合国宪章》下的集体安全制度,对国际法上的集体安全制度产生了深远的消极影响。
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     The author also discusses the measure of the invalid administrative act:serious and manifest breach of law.
     此外 ,还论述了无效行政行为与可撤销行政行为的区别 ,并阐述了无效行政行为的确认标准 ,即“重大明显违法”。
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  相似匹配句对
     ON ANTICIPATORY BREACH
     论预期违约
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     On Fundamental Breach
     论根本违约
短句来源
     On expected breach of contract
     论预期违约
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     (2) the breach of that duty;
     (2) 民事注意义务的违反;
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  breach of
Cytokine, adhesion molecules, cyclooxygenase-2 and free radicals are associated with oesophageal inflammation and breach of the functional epithelial defense.
      
We assume that this is achieved through a breach of the blood brain barrier effected by SVNI replication and used by SVN for co-invasion.
      
The team also assessed left hand (LH) airframe components that were believed to be associated with a structural breach of Columbia.
      
Therefore to protect unintended users from breach of existing security policies adopted by their corporate network a comprehensive security solution needed to be established.
      
The wormhole attack is easily implemented and particularly challenging to detect, since it does not require breach of the authenticity and confidentiality of communication, or the compromise of any host.
      
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The aggradation of the Lower Yellow River is caused mainly by the coarse particles larger than 0 .05 mm. The annual load of this part of coarse material is 300-400 million tons, about 50-60% of which are deposited in the river channel. Most of the coarse sediment originate from two regions of the middle reaches, and floods coming from these areas bring about serious siltation of the Lower Yellow River. In the years 1952 to 1960 and 1969 to 1978, thirteen floods from these areas contribute to 60% of the total...

The aggradation of the Lower Yellow River is caused mainly by the coarse particles larger than 0 .05 mm. The annual load of this part of coarse material is 300-400 million tons, about 50-60% of which are deposited in the river channel. Most of the coarse sediment originate from two regions of the middle reaches, and floods coming from these areas bring about serious siltation of the Lower Yellow River. In the years 1952 to 1960 and 1969 to 1978, thirteen floods from these areas contribute to 60% of the total amount of deposition caused by a total number of 103 floods. It is thus of vast importance to concentrate our efforts in carrying out the soil and water conservation works first in the coarse sediment supplying areas. 2. There will be a long period till the works of soil and water conservation achieve certain success. In the transitional period, diverting the silty water into the land in front of and behind the levees for irrigation and reclamation purposes might be a practical measure to reduce the siltation of the river channel of the Lower Yellow River. The bed of the Lower Yellow River is well above the neighboring lands, and behind the levees there are a lot of saline and alkali swamps and depressions. Irrigation and reclamation with silty water are important and efficient ways to promote the agricultural production of this area. Perhaps, it is more advantageous to warp the land in front of the levees of the middle and lower reaches, because a considerable part of this area is wild and desolate. Owing to the difference of elevation between the floodplain and the river channel, after sediment has deposited clear water will return to the river channel by gravity. 3. For the purpose of reducing the rate of aggradation of the river channel, guiding the sediment to be deposited in the desired position and using the sediment storage of the reservoir to its full capacity, the following measures in regulating water and sediment should be considered: (1) In order to increase the erosive capacity of the flow, the impounding water in the reservoir at dry season should be released in short duration, so that artificial flood peak can be created in the lower reach. (2) With the safety allowance against the breach of levees, the floodplain should be allowed to be inundated regularly and the overbanking discharge should not be retained by the reservoir. (3) Only the coarse sediment should be intercepted by reservoirs but not the fine ones, so as to extend the life of the sediment storage of the reservoir and to decrease the channel deposits in the lower reach.

1.黄河下游的淤积大部分是由粒径大于0.05毫米的粗泥沙造成的。粗泥沙的来量每年达到3—4亿吨,其中50—60%淤在河槽中。大部分粗泥沙来自黄河中游两个区域,从这些区域来的洪水造成了黄河下游的严重淤积。从1952到1960和1969到1978年间,来自这些区域的十三场洪水造成了 103场洪水产生的总淤积量的60%。所以集中力量治理粗泥沙来源区是十分重要的。 2.使水土保持工作获得一定的效果需要经历很长的时间。在这个过渡时期内,利用浑水灌溉和改良大堤内外的土地是一个减少黄河下游淤积的现实可行的措施。黄河下游的河床高出两岸,在大堤之外有大量盐碱化的洼地和沼泽地。用浑水来灌溉和改良这些土地是重要和有效的提高农业产量的方法。淤灌黄河中下游堤内的土地是更为有利的,因为这些土地中的相当一部分是人烟稀少的。由于滩地和河槽之间存在高差,当泥沙沉淀之后,清水可以自流回河。 3.为了减低河槽抬升的速度,使泥沙淤积在有利的部位和充分发挥拦沙库容的作用,需要考虑下列调水调沙的措施: (1)为了增加水流的冲刷能力,非汛期的水库蓄水应集中泄放,在下游河道中产生人造洪峰。 (2)在保证大堤不决口的安全范围之内,允许滩地淹没,一般漫滩洪水不...

1.黄河下游的淤积大部分是由粒径大于0.05毫米的粗泥沙造成的。粗泥沙的来量每年达到3—4亿吨,其中50—60%淤在河槽中。大部分粗泥沙来自黄河中游两个区域,从这些区域来的洪水造成了黄河下游的严重淤积。从1952到1960和1969到1978年间,来自这些区域的十三场洪水造成了 103场洪水产生的总淤积量的60%。所以集中力量治理粗泥沙来源区是十分重要的。 2.使水土保持工作获得一定的效果需要经历很长的时间。在这个过渡时期内,利用浑水灌溉和改良大堤内外的土地是一个减少黄河下游淤积的现实可行的措施。黄河下游的河床高出两岸,在大堤之外有大量盐碱化的洼地和沼泽地。用浑水来灌溉和改良这些土地是重要和有效的提高农业产量的方法。淤灌黄河中下游堤内的土地是更为有利的,因为这些土地中的相当一部分是人烟稀少的。由于滩地和河槽之间存在高差,当泥沙沉淀之后,清水可以自流回河。 3.为了减低河槽抬升的速度,使泥沙淤积在有利的部位和充分发挥拦沙库容的作用,需要考虑下列调水调沙的措施: (1)为了增加水流的冲刷能力,非汛期的水库蓄水应集中泄放,在下游河道中产生人造洪峰。 (2)在保证大堤不决口的安全范围之内,允许滩地淹没,一般漫滩洪水不应用

Leaving the narrow valley near Zheng Zhou,the Yellow River flows over an alluvial fan. As a huge amount of sediment was transported into the sea, the river mouth extended into the sea at a rapid rate, silting up the river bed and causing breaching of the bikes and avulsion of the river, and the estuary often changed its position. As a result of this kind of river development process, the old beds of the Yellow River, like branches of a big tree, can be found almost everywhere on the great North-China plain....

Leaving the narrow valley near Zheng Zhou,the Yellow River flows over an alluvial fan. As a huge amount of sediment was transported into the sea, the river mouth extended into the sea at a rapid rate, silting up the river bed and causing breaching of the bikes and avulsion of the river, and the estuary often changed its position. As a result of this kind of river development process, the old beds of the Yellow River, like branches of a big tree, can be found almost everywhere on the great North-China plain. The cyclical process of the estuary development-rerouting-extending-rerouting, taking place now, is an epitome of the estuary development in the past but on a rather big area. Now, the extension of river mouth is the direct cause of aggradation of the river bed above the point of estuary pivot. Fundamentally, the aggradation is due to the tremendous sediment load resulting from the soil erosion in the upland area of the Yellow River drainage basin.

黄河挟带大量泥沙,经华北大平原入海,河口迅速延伸使河道不断地淤积抬高以至决口改道。本文初步分析了历史黄河和现行黄河下游河床演变与河口淤积延伸的关系。

This paper is written on the basis of hydraulic model study on flood diversion through a sudden breach of the Great Dyke on a warping project in 1974.The model scale and the ratio of prototype to model for various hydraulic elements are selected in the light of theory of unsteady flow similarity for hydraulic models.In the model tests emphasis was laid on observation of the local sudden breach of the Great Dyke with respect to its discharge, regime of flow, main flow direction, the run-up of surge...

This paper is written on the basis of hydraulic model study on flood diversion through a sudden breach of the Great Dyke on a warping project in 1974.The model scale and the ratio of prototype to model for various hydraulic elements are selected in the light of theory of unsteady flow similarity for hydraulic models.In the model tests emphasis was laid on observation of the local sudden breach of the Great Dyke with respect to its discharge, regime of flow, main flow direction, the run-up of surge after lashing at the new warping dyke and the time of its arrival at new dyke, the values of velocity distribution in the warping area and at the toe of the new dyke.The test results, after being analysed and processed, have greatly contributed to the selection of distance from Great Dyke to new warping dyke and to the protection of new dyke from scour. At the same time relevant data from observation and calculation for the sudden breach of Great Dyke are also given herein.

本文是根据1974年某放淤工程破堤分洪的水力学模型试验资料而编写的。模型比尺和模型中各项水力要素的比例是根据不稳定流模型相似条件选定的。试验着重观测了沿江大堤局部瞬间破口时的分洪流量、流态,主流流向;涌波对冲放淤新堤后的波高和抵达新堤时间;淤区和对岸堤脚的流速分布等有关资料。经分析论证,将对放淤工程新老堤距的选择、新堤的防护提供模型实测和实验公式推算的有关成果。

 
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