蓄水

基本解释 (translations)

sluice  ·  ponding  ·  sluiced  ·  sluices

词组短语

water conservancy · retain water · store water

与蓄水相关的网络例句 [注：此内容来源于网络，仅供参考]

The water loading was simulated based on the digital terrain model of the Three Gorges region. The vertical deformation of the Three Gorges area was calculated according to the Farrell's globosity deformation theory.

根据三峡地区的数字地形模型，模拟三峡工程3次蓄水后的水体负载，利用Farrell提出的质量负荷产生的地壳形变理论，推算3次蓄水后三峡水库库区的垂直形变。

It was shown that the algal species composition and cell densities in the reservoir varied markedly among the three periods. At present, the algal community in mainstream was dominated by Bacillariophyta, and then Chlorophyceae.

数据显示，蓄水前（2003年1月~2003年6月）、蓄水1周年（2003年6月~2004年5月）和蓄水1.5年（2004年6月~2004年12月）3个时间段之间，被调查水域的浮游藻类群落结构、细胞密度和水质状况均存在一定的差异。

It is a conclused that under the natural or earthquake only condition,water impounding only condition, the engineering rock mass is stable,under the conditions when the elevation of impounder water reaching 540～600m and at the same time the earthquake intensity being Ⅷ,it is unstable.

认为该工程岩体在天然或有蓄水的情况下是稳定的；在天然与地震共同作用下，它也是稳定的；在有540～600 m蓄水位及地震时，它将有可能发生破坏；在610 m蓄水位及地震烈度为Ⅷ度的情况下，它也是稳定的。

Is analyzed The result shows that after ponding, the horizontal displacement and vertical displacement of dam increase to some different extent, the incensement is related to the height of dam's ponding.

结果表明，竣工期间在坝体和坝基的中间部位，发生的位移基本为重力方向，沉降比较大，而水平位移比较小；坝蓄水以后，其水平位移和竖直位移都有不同程度的增加，位移增加的大小与坝体蓄水的高度、上下游的水头差有关；同时防渗墙的存在造成和进一步加大了坝蓄水后位移的不均匀的变化。

In this paper, the 3-D finite element relocating mesh method is used to calculate the temperature field and the thermal creep stress field of spillway dam and mid level outlet dam in certain roller compacted concrete gravity dam, sensitivity analysis have been down with different parameters, such as placing temperature, the location of cooling pipe, cooling temperature, time for water supply, ascended-layer of concrete, intermissive time and different placing time, and the commendatory construction scheme have been put forward in such analysis; according by the test result on the two scheme of concrete aggregate combination (basalt as coarse aggregate and limestone as fine aggregate, basalt as coarse aggregate and basalt as fine aggregate), simulation analysis on temperature field and thermal creep stress field of the commendatory construction scheme have been down, and analysis have also been down on temperature field and thermal stress field of the two different aggregate combination, the result indicates that the spillway dam and mid level outlet dam which adopted these two aggregate combination can both satisfy the require of design crack resistance in concrete, furthermore limestone as fine is better than basalt as fine aggregate; the effect of summer water storage and winter water storage on the temperature field and thermal stress field have been analyzed, comparing with winter water storage, in summer water storage scheme the maximum tensile stress at abnormal concrete in upstream fill is decreased by 0.1～0.3MPa and there are no evidence change of the maximum tensile stress at other parts, which indicate that summer water storage is avail for the crack resistance of upstream fill; according to the simulation calculating result and comparing temperature simulation calculating results and temperature controlling measures of some similarity projects both completed and construction, synthesis appraise have been carried to the design temperature controlling measures of dam, and the temperature controlling measures of this project have been brought forward, all these have great reference value on the design of temperature controlling measures and the optimization of the construction scheme.

本文采用三维有限元浮动网格法仿真计算程序，对某碾压混凝土重力坝的溢流坝段和中孔坝段分别进行了三维有限元温度场和温度徐变应力仿真计算分析，对浇筑温度、冷却水管的布置方式、冷却水温、通水时间、浇筑升程和间歇时间、不同开始浇筑日期等参数进行了敏感性分析，在此基础上提出了推荐的施工方案；根据两种骨料方案(玄武岩粗骨料+灰岩细骨料方案；玄武岩粗骨料+玄武岩细骨料方案)的混凝土性能试验研究成果，对推荐的施工方案进行了温度场和温度徐变应力仿真计算，并对比分析了两种不同骨料情况下的温度场和温度应力，结果表明溢流坝段及中孔坝段采用上述两种骨料均能满足混凝土的抗裂设计要求，且灰岩细骨料优于玄武岩细骨料；计算分析了夏季蓄水和冬季蓄水对坝体温度场和温度应力的影响，夏季蓄水方案与冬季蓄水方案相比，坝体上游变态混凝土区域最大拉应力小0.1～0.3MPa，其他部位最大拉应力无明显变化，夏季蓄水对坝体上游面混凝土的抗裂有利；根据仿真计算成果并通过比较国内一些已建和在建的类似工程的温度仿真计算成果及采取的温控措施，对大坝的设计温控措施进行了综合评价，并提出了该工程的温控措施，对温控设计和优化施工方案具有重要参考价值。

Of course, unlike the Ogallala, most aquifers are naturally "recharged"—replenished by rain and runoff—but even these are being depleted dramatically, as the rate of withdrawal easily surpasses the recharged amount.

当然，和奥加拉拉蓄水层不同的是，大多数蓄水层可以天然&充水&——由雨水和径流补给，即便如此，由于抽用速率轻而易举就超过了补给速率，这些蓄水层也在急剧衰耗。

Sabaigrass planting improves the soil water conservation functions. The study results indicated: vegetation influenced the soil water conservationfunctions of the purple sloping fields greatly. Pure and mixed stands of Sabaigrassvegetation not only improved the soil water conservation functions in purple soilsloping fields, but also has the better effect than wild vegetation.

2龙须草种植可明显改良土壤蓄水性能本研究结果表明：植被的存在与否对紫色土荒山坡地土壤蓄水性能影响很大，龙须草纯种植被和龙须草-林木复合种植植被不仅极显著地改良了紫色土荒山坡地土壤蓄水性能，而且其改良效果显著好于野生自然植被。

Firstly, the flood control regulation of TGP in Sep is computed based on the analyses on the inflow in Sep and Oct, and the risk and loss on the ahead impounding scheme is calculated and analyzed. Then, the storage level, power production and releasing discharge are achieved by computing on the electricity generation model through reservoir regulation graph. Thirdly, obstruction in channel is analyzed and the problem in the Chongqing reach is more serious in 175-145-155m scheme. The sediment aggrading process and distribution on different schemes is calculated by 1-D reservoir mathematical model. The navigation benefit is computed by navigation model. Based on above calculations, the impounding time is decided by the multi-purpose decision model, and evaluate by analytical hierarchy and balance layout model. A best impounding scheme is achieved to match the requirement of flood control electricity generation and navigation et al.

首先，在对宜昌站9、10月份来水分析的基础上，采用第2章建立的防洪优化调度子模型进行了三峡水库9月份防洪调度，分析了汛末提前不同天蓄水对防洪的影响，计算了汛末不同蓄水方案水库9月份的洪灾风险率和风险损失；接着，根据第2章建立的发电调度子模型进行了三峡水库发电调度计算，得出了不同蓄水方案下水库的坝前水位、发电量及下泄流量过程；然后，分析了175-145-155m方案下三峡水库的碍航问题，指出175-145-155m方案下重庆河段的碍航问题最为严重，通过进行不同蓄水方案下水库一维泥沙冲淤计算，得出了不同蓄水方案下库区淤积过程及分布，并通过航运调度子模型，计算了不同蓄水方案下水库的航运效益；最后，根据以上防洪、发电及航运调度计算的结果，运用第3章水沙多目标决策模型对水库的蓄水时间进行了多目标决策，并采用层次加权均衡规划模型对计算结果进行评价，得到一个能满足水库防洪、发电及航运各方面要求的最佳蓄水方案。

If the natural land reclaimed to garden or slope land, the saturation capacity of the top-soil will fall by 31.2%, non-capillary water storage capacity fall by 65.5%, and capillary water storage capacity on slope land fall by 34.3%.

当自然利用土地改为园地、坡耕地以后，其表层土壤的最大蓄水能力下降31.2%、非毛管蓄水能力下降65.5%、坡耕地的毛管蓄水能力下降34.3%。

In the spring of 2003, WSCF was used in afforestation trial in wulanbuhe desert, Inner Morgolia, Qing shuihe town in Hohhot city, and kulun Qi in Tongliao.The result showed that the trial with WSCF was obviously better than without it in survival rate and growth. In the soil of different depths, the water content increased in using WSCF depth , which derived from the trial in Wulanbuhe desert.

我们于2003年春季在内蒙古乌兰布和沙漠、呼和浩特市清水河县、通辽市库伦旗等地应用蓄水渗膜袋进行了野外造林对比实验，取得了初步研究成果，通过使用蓄水渗膜材料进行造林试验，与未使用蓄水渗膜袋造林进行比较，调查生长情况，结果表明，使用蓄水渗膜袋造林明显好于对照，造林成活率，苗木生长量与对照有显著差异。

与蓄水相关的网络解释 [注：此内容来源于网络，仅供参考]

Water Absorb：蓄水 受到水属性攻击时改为回复自身体力

ちくでん Volt Absorb 蓄电 受到电气属性攻击时改为回复自身体力 | ちょすい Water Absorb 蓄水 受到水属性攻击时改为回复自身体力 | てんきや Forecast 气象台 随天气改变外形和属性

Water Absorb：蓄水特性

Vital Spirit,斗志特性 | Water Absorb,蓄水特性 | Synchronize,同步特性

first impound period：首次蓄水期

施工期 construction period | 首次蓄水期 first impound period | 初蓄期 initial impound period

Impoundment：蓄水; 积水

impoundment 拦蓄 | impoundment 蓄水; 积水 | improved technologies 改进过的技术

overyear storage：多年调节库容,多年蓄水

overwriting error 重写错误 | overyear storage 多年调节库容,多年蓄水 | OVG(OVGR), earth-fault overvoltage relay, groud fault overvoltage relay 地絡過電圧リレー

pondage：蓄水,蓄水量;调节容量

wintering pond 不冻水池 | pondage 蓄水,蓄水量;调节容量 | adequate pondage 足够的[池]容量

water storage tank：蓄水桶[罐]

water spraying system;水喷射[雾]系统,洒水系统 | water storage tank;蓄水桶[罐] | water strainer;水过滤网,水粗过滤器

aquiferous：含水的, 蓄水的

embattle 列阵, 布阵, 严阵以待, 整军备战 | aquiferous 含水的, 蓄水的 | monopolist 专利者

Depletion of the Ogallala Aquifer：奥加拉拉蓄水层的枯竭

Architecture建筑(TPO3) | Depletion of the Ogallala Aquifer 奥加拉拉蓄水层的枯竭(TPO3) | The Long-Term Stability of Ecosystems生态系统长期的稳定(TPO3)

impounding scheme：蓄水方案

impounding reservoir ==> 蓄水池,蓄水库 | impounding scheme ==> 蓄水方案 | impoverished soil ==> 贫瘠地