1) reservoir water
库水
1.
A brief discussion on seismic design of high arch dams is made through the following three aspects:interaction of arch dams-foundation-reservoir water,dynamic stability of high arch dam abutment,effect of transverse slots on seismic design of high arch dam,and those aspects referred to above is not enough for seismic design of high arch dam.
对高拱坝的抗震设计进行了分析,包括拱坝坝体-地基-库水动力相互作用分析、高拱坝坝肩抗震稳定分析、横缝对高拱坝抗震设计的影响,仅对高拱坝抗震设计研究的几个方面进行了概括总结。
2.
In this paper feedback analysis has been made for the distribution characteristics of the reservoir water temperature field,foundation temperature field and dam body temperature field of Ertan Arch Dam.
阐述了在反馈分析中二滩拱坝库水温度场、基础温度场、坝体温度场的分布特点,并与规范建议值进行了比较。
3.
To make sure whether the recharge water source of "Qinquan Culvert " is the reservoir water or the original groundwater being the key problem of success or failure of the scheme for its anti-hazard and strengthening.
“清泉洞”穿越坝体，是大坝工程隐患，搞清楚“清泉洞”的补给水源是库水补给，还是原地下水补给，是除险加固方案成败的关键。
2) reservoir capacity
水库库容
1.
The analysis method, the new method calculating reservoir capacity, is put forward on the basis of topographic map, without area meter and no reservoir cross-section.
提出一种不必使用求积仪量算面积，无须绘制横断面图，直接在大比例尺地形图上，量取横断面上特征点（反映在地形图上）的有关数据，用解析法计算横断面面积，从而计算水库库容的新方法———解析法。
3) reservoir area
水库库区
1.
In this paper, soil erosion has been evaluated and predicted, countermeasures are proposed to provide a theoretical basis for comprehensive management on Wuba reservoir area.
本文对乌坝河水库库区水土流失危险性进行评价,提出相应的防治对策,为乌坝河水库库区综合治理提供理论依据。
5) reservoir-bay
水库库湾
6) reservoir
[英]['rezəvwɑ:(r)] [美]['rɛzɚ'vwɑr]
水库
1.
Developments in the biogeochemical cycle of mercury in reservoirs;
水库汞生物地球化学循环研究进展
2.
Investigation and Estimation of Eutrophication in Large and Medium-sized Reservoirs of the Three Gorges Reservoir in Chongqing;
三峡库区重庆段大中型水库富营养化调查及评价
3.
Environmental Impact Assessment of Water Supply Project of Mopan Mountain Reservoir in Harbin;
哈尔滨市磨盘山水库供水工程环境与卫生学评价
补充资料：尾矿库水量平衡
尾矿库水量平衡
annual water balance for tailings impoun-dment
we.kuangku shu{llangP}ngheng尾矿库水量平衡(annual water balance fortailings impoundment)设计枯水年尾矿库进、出水量的计算与供、需水量的平衡。选矿厂从尾矿库回水时，需通过此计算确定尾矿回水系统的设计回水量。尾矿库进水量包括地表透流水量和尾矿浆带入水量。尾矿库可供水量为进水量与损失水量之差。损失水量包括水面蒸发水量、堆积尾矿空隙截留水量和尾矿库渗漏水量。为方便起见，常按进水量、损失水量和可供水量的顺序列表逐月计算。再根据年内逐月可供水量的平均值初定适当的回水量，求出逐月水的盈亏值及所需的尾矿库蓄水库容。当尾矿库实有蓄水库容小于所需的蓄水库容时，需降低回水量重新计算，直至前者等于或稍大于后者时为止。此时的回水量即为尾矿库在某坝高时的可能回水量。尾矿库在使用过程中坝高不断增加，库水面面积和实有蓄水库容也不断变化，故需对有代表性的不同使用期(初、中、后期)分别进行水量平衡计算，从几个可能的回水量中选取最小值作为尾矿库回水系统的设计回水量，或对不同使用期确定不同的设计回水量。 (穆鲁生)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条