- 更多网络例句与水位曲线相关的网络例句 [注：此内容来源于网络，仅供参考]
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The grids can be densified locally where the flow is complicated for the sharp change of water depth.(5) 2-D hydrodynamic equations in the generalized curvilinear coordinates have been derived with the contravariant velocities as main variables. The new equations keep the original styles and physical meanings. Based on the water depth correction method, the 2-D flow numerical model has been established and validated by the measured data.
推导了广义曲线坐标系下以逆变流速张量作为主变量的二维水动力方程，新方程保持原有结构形式及物理含义，采用水位校正法建立了二维水流数学模型，经实测资料验证后的模型，模拟并分析了分流角度、宽深比等因素变化对分汊流平面二维水流结构的影响。
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In the chapter 3, the development and characteristic of TM image and DEM is explained generally. In following chapter, how to measure backwater curve using remote sensing and DEM is particular expounded, including revise the backwater curve using water level data which is measured by hydrology station.
在第三章中概括性的叙述了TM遥感影像与DEM的发展过程及特点，在随后的章节中详细的阐述了遥感影像结合DEM测定水库回水曲线以及利用水位站点实测数据进行校正等内容。
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At the same time, some factors such as cohesive strength, internal friction angle, slope angle of slide plane, groundwater level and earthquake intensity are analyzed. Different sensitive degrees with assurance factor are obtained. The mathematical models are simulated for them. It supplies the theoretical basis for how to confirm stability of part of slope. This will offer some guidance for the practical engineering.
同时，通过研究粘聚力、内摩擦角、滑动面倾角、地下水位及地震烈度等影响因素对边坡安全系数的敏感性程度，得到了该边坡工程的主要影响因素，并通过岩体粘聚力、内摩擦角及地震烈度与边坡稳定性系数的关系曲线分别模拟出了它们的数学模型，对确定边坡某一具体位置的稳定性程度提供了理论基础，具有一定的实际指导意义。
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Changes of IAA oxidase activity showed a parallel time curve while phenolic contents and auxin protector levels showed an inverse trend.
IAA氧化酵素之活性变化也有相似之时间曲线，而酚类含量及auxin保护成份之水位显示相反之时间变化。
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This article summarizes the advantages of direct optimized law in working out inequality constraints, and proposes the way to carry on the simulation with the regular polyhedron law to the standard unitary flood noose curve.
简述了直接优化法求解不等式约束问题的优越性，提出了用正多面体法对标准单式洪水绳套曲线进行模拟的思路及程序求解方法，分析了正多面体法模拟标准单式洪水绳套曲线的可行性，为进一步利用水位推求流量创造了条件。
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The water-level curves from 20 tide-gauge stations along the coasts of Bohai and Yellow Seas were collected.The seiche parameters were selected according to these water-level curves obtained.
基于港湾假潮振动的基本原理，从渤海、黄海沿岸 2 0个验潮站多年水位自记曲线资料获取假潮参数，并对其做了统计分析，给出了假潮的统计特征，还讨论了假潮形成的初步原因。
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The peak discharge in flood season and annual average sediment concentration have also influence.Moreover,water diversion is an important factor affecting the bankfull wet area.
如果粗略地以河床实测横断面曲线中二滩滩唇所在的位置作为平滩水位，从图1中可以看到1995年与1981年相比平滩水位下河床萎缩的状况。
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The relation between the coseismic changes of water level and water temperature of artesion well has been analyzed by use of the coseismic data of Ms8.7 Sumatera earthquake and the structure information of well-aquifer system in the studied area. The physical model is established by simulating the changes of water temperature and water level of the well. The mechanism of coseismic response to distant earthquake in such artesian well is also revealed.
利用本溪自流井水位及水温对苏门答腊Ms8.7大震的同震响应资料，通过分析水位变化与水温变化的相互关系和研究区的井－含水层系统结构，建立了不同层位地下水混合的物理模型，并根据水位变化数据模拟出水温变化曲线，同时也揭示了同类型观测井水位与水温对远场大震的同震响应机理。
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According to the daily observation of saturation line, the water level of observation well and reservoir water level curves are attained by polynomial regression analysis.
运用多项式回归分析浸润线观测数据，拟合得出浸润线观测孔水位与库水位的函数曲线，求得尾矿坝浸润线矩阵。
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From the probabilistic equation of debris-flow occurrence, the curves of probability-slope-water level were obtained. One can see the influences of water level and sediment-layer slope on the probability of occurrence from the curves. The influence of coefficients of variation on occurrence probability are also shown in this paper.
由土石流发生机率方程式，推求土石流发生机率－坡度－水位曲线，并藉以探讨参数之变异系数对土石流发生机率之影响，及评估土层在水位、坡度的变化下，土石流之发生机率。
- 更多网络解释与水位曲线相关的网络解释 [注：此内容来源于网络，仅供参考]
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afflux curve：汇流曲线
afflux 堰上下游水位差[洪水时] | afflux curve 汇流曲线 | afflux curve 回水曲线
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nodal cubic curve：结点三次曲线
multiple rating curve 复式率定曲线(水位流量的) | nodal cubic curve 结点三次曲线 | no-load saturation curve 无载饱和曲线
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directing curve：基准曲线
directing curve 基准曲线 | discharge curve 流量曲线,水位-流量曲线 | discharge duration curve 流量历时曲线
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hydrograph：自记水位计, 水位曲线, 水位图
arts demand 工艺需要 | hydrograph 自记水位计, 水位曲线, 水位图 | compound gear train 复式轮系
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characteristic hydrograph：特性水位图
characteristic curve 特性曲线 | characteristic hydrograph 特性水位图 | characteristic radiation 特性辐射
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minimum length of horizontal curve：平曲线最小长度
平曲线最小半径|minimum radius of horizontal curve | 平曲线最小长度|minimum length of horizontal curve | 平滩水位|flood land line water level
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water level duration curve：水位历时曲线
void ratio time curve 孔隙比时间曲线 | water level duration curve 水位历时曲线 | water level frequency curve 水位频率曲线
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single-valued processing of stage-discharge relation：水位流量关系
一潮推流法 method of discharge computation for a single tide | 水位流量关系 single-valued processing of stage-discharge relation | 关系曲线延长 extension of relation curve
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communication device of water level：水位遥报仪
水位曲线 curves of water level | 水位遥报仪 communication device of water level | 水位遥报仪 communication device of water level
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curves of water level：水位曲线
水位改正 correction of water level | 水位曲线 curves of water level | 水位曲线 curves of water level