- 更多网络例句与堤相关的网络例句 [注：此内容来源于网络，仅供参考]
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The support layer should be continuative and be provided with enough thickness and jerkwater seepage coefficient. The impact lies on the ratio of the seepage coefficient between wall and foundation. 6. Soil slaking deformation and its mechanism are analyzed, and its calculating method is discussed.
介绍了堤防渗透控制的主要内容、垂直防渗和水平防渗的措施；对堤防工程堤基的类型、堤防工程渗流的特点进行了分析，研究和探讨堤基渗透性能的各向异性和堤基表层的薄弱透水覆盖层厚度对渗流场的影响。
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Therefore, the following works was conducted: 1 Setting up different types combination failure model of ice sheet interaction with semi-breakwater, and considering different actual conditions of crushing, bending and bucking failure in the process of ice pileup when ice sheet acts on the semi-breakwater; 2 Applying analysis of non-continuous transmutation for the numerical simulation. This method is a new numerical analysis method of simulating mechanics response of dispersoid, it has a broad application prospect for the simulative questions of ice sheet moving, deforming, breaking and circumvolving after ice sheet occur pileup.
为此，具体进行： 1 建立冰排作用于半圆堤时的不同破坏类型的组合破坏模式，能够考虑到半圆型防波堤前海冰堆积过程中，由于水位的变化和堤前冰块堆积到一定程度在低水位时触底，冰排作用于半圆堤时可能会发生弯曲、挤压、压曲等不同类型的破坏的实际情形。
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The analytical method used in this paper is justified by comparing with country norm form formula results , the result of Franco et al and the result of Yuxiu Wei et al.
综合各因素的影响，应用最小二乘法进行曲线拟合，得到了斜向波和多向波作用于直立堤上的平均越浪量的计算公式、单波最大越浪量的计算公式、单波最大越浪量和平均越浪量的关系式、越波率计算公式以及单波越浪量的统计分布形式，并通过与按照我国规范中斜坡堤越浪量计算公式形式拟合得到的直立堤越浪量公式和俞聿修，魏德彬的试验结果、Franco C，Franco L试验结果的比较来验证本文所采用的分析方法的合理性、试验结果的可靠性，以便于理论研究和工程设计参考应用。
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The main results can beexpressed as follows:(1)Based on πtheory, some affected factors about wave forces are given, and therelation between affected factors and wave forces is analysised by experimentalresults.(2) The distribution of wave press at representative time and reflection nature aregiven and their variety charactes are discussed by experimental results.(3)By comparing the wave forces of quarter-circular breakwater and semi-circularbreakwater under the same wave conditions,some approximately wave forcesexpressions of quarter-circular breakwater are given.(4)Based on VOF method to trace water free surface,solve numerical value ofRANS equation,and get the distributions of flow field and wave press ofquarter-circular breakwater at the same time during one period,the mechanism ofwave force is also discussed elementarily.(5) Based on the result that RANS equation of numerical simulation agree wellwith experimental results,a new approach to study hydraulic natures of quarter-circular breakwater is provided.
其主要结论如下：一、通过π定理，确定影响波浪力的无因次参变量，根据试验结果对其影响因素进行分析；二、基于模型试验，给出典型时刻圆弧面防波堤的同步波压分布和反射特性，讨论它们的变化特点；三、通过相同条件下圆弧面防波堤与半圆型防波堤两种堤型试验波浪力的比较，给出了圆弧面防波堤波浪力的近似方法；四、利用VOF法追踪自由水面，数值求解RANS方程，得到圆弧堤堤体周围的流场和压力场，初步分析了速度涡流与压力场的相互影响；五、对比数值分析与试验结果，探讨数值方法研究圆弧面防波堤水力特性的可行性，提供新的研究途径
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Through the analysis for experiment result, The form of probability distributions on the unit length of breakwater with attack angle is presented, and the effects of wave angle, multi-directionality, wave steepness, and relative wave height on wave parameters of probability distributions are analyzed. The rules of statistical distributions of oblique and multidirectional wave forces are presented.
通过试验结果分析，给出了作用在直立堤上的单位堤长波浪力的概率分布形式，讨论了波向角、波浪方向分布宽度、波陡及相对波高等因素对单位堤长波浪力概率分布参数的影响，给出了斜向和多向波作用于直立堤上单元堤长的总力统计分布规律。
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The variation of horizontal and uplift forces acting on the unit length of breakwater with attack angle is presented, and the effects of multi-directionality, wave steepness, and relative wave height on wave forces are discussed.
通过试验结果分析，给出了作用在直立堤上的单位堤长波浪力随波向角的变化规律，讨论了波浪方向分布宽度、波陡及相对波高等因素对单位堤长波浪力的影响。
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To Weigela白堤is at the end of bridge, turn left, after the multi-way stop is曲院风荷is also one of the West Lake sites, which look at the湖色with the combination of scenery and landscape
到白堤尽头是锦带桥，左拐，一站多路后是曲院风荷，也是西湖十景之一，这带看看湖色与园林的结合景色
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The result shows that the measure of dredging will increase the tidal prism, so does that of eastern jetty with dredging. However, the tidal prism may decrease for the measure of double jetties, depending on the elevation.
研究结果表明，灌河口航道单纯疏浚工程会增加灌河纳潮量，增设单导堤后纳潮量将会进一步增加，而双导堤工程后，灌河的纳潮量既有可能增加也有可能减少，主要取决于导堤高程。
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The main conclusions are as follows:(1) Considering the silting intensity in waterway and the impact to the tidal prism of Guan River, the single guide jetty and double guide jetties with dredging were recommended in the estuary of Guan River. Meanwhile, it was recommended that the eastern jetty was higher than the western one in the double guide jetties.
论文研究所得结论主要包括以下几个方面：(1)综合考虑整治工程对外航道回淤强度及灌河纳潮的影响这两项指标，认为采用单、双导堤工程对灌河口拦门沙航道进行整治是较为合理可行的，且双导堤工程中推荐采用东导堤高、西导堤低的不等高布置方式。
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Floor space for the development of a small Dianzuo block, in the mountain massif,王顶堤block, with a total planning area of 3,228,203 square meters.
楼面面积的发展，一个小淀佐座山区地块，王顶堤块，总规划面积三百二十二万八千二百〇三平方米。
- 更多网络解释与堤相关的网络解释 [注：此内容来源于网络，仅供参考]
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Banquette,outer：外戗堤
"内戗堤","Banquette,landside" | "外戗堤","Banquette,outer" | "临水戗堤","Banquette,waterside"
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loading berm：穩定戧堤、附堤
Loading 载重 | Loading berm 稳定戗堤、附堤 | Loading plate 载重板、承载板
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loading berm：定堤、附堤
Loading 重 | Loading berm 定堤、附堤 | Loading plate 重板、承板
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dike：堤
最大表面温度(℃)1 1 防溢堤(dike)内部之区域,且防溢堤高度大於从桶槽至防溢堤之距离并超过桶槽周长之百分之五十胴体(Shell)、端部(ends) 或槽顶与防溢堤(dike)区2 2 胴体(shell) 、端部(ends)或槽顶3 公尺(10 呎)之内之范围;
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levee：堤
天然堤(Levee): 位于平均高潮面之上30CM左右,发育纹层状球粒,常见鸟 Levee): Levee 眼构造.塘(Pond): 被天然堤包围,其内发育盐水和细粒沉积物. Pond): Pond 沙滩脊(Beach ridges): 沿天然堤外侧分布,沉积纹层状球粒和交错层理 Beach ridges): 沙屑.
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natural levee：天然堤;自然堤
天然池 tinaja | 天然堤;自然堤 natural levee | 天然堤脊 levee ridge
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Rhadamanthys：剌达曼堤斯,拉达曼堤斯
?Python 皮同 | ?Rhadamanthys 剌达曼堤斯,拉达曼堤斯 | ?Rhea 瑞亚
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satyr：萨堤罗斯
她们也会和萨堤罗斯(satyr)生下孩子,这些孩子既有女性的卓雅,也有男性的萨堤罗斯. 卓雅女孩会在母亲身边生活十二年,而萨堤罗斯男孩则会被母亲还给父亲. 卓雅女孩的能力比成年卓雅要弱,也许除了与植物交谈以外没有别的特殊能力(人家还是小女孩,
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training wall：导墙 ,顺坝 ,导堤,顺堤 ,防潮墙
training light signal | 列车打号志 \\r\\n | training wall | 导墙 ,顺坝 ,导堤,顺堤 ,防潮墙 \\r\\n | training work | 培植工作 \\r\\n
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jettyhead：导流堤堤头 坝头
jettydock 堤式船坞 | jettyhead 导流堤堤头 坝头 | jettymountedradar 码头雷达