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1)  water-free loading
无水负荷
1.
Before the flood season in 2007,according to"Technology Regulations of Hydraulic Steel Gates and Hoist Safety Testing",techni- cians algorithm the water-free loading weight hoist at the same water pressure when the water level is at 185.
30m库水位时水压力情况下的无水负荷的加重启闭力,拟对启闭设备进行理论启闭力检测,并据此制定了相应的检测方案。
2)  peakless pumping
无尖峰负荷排水
3)  reactive load
无功负荷
4)  hydraulic loading
水力负荷
1.
Study on influence of hydraulic loading for running of ANAMMOX reactor;
水力负荷对厌氧氨氧化反应器运行影响的研究
2.
Design of hydraulic loading cycle for constructed rapid infiltration wastewater treating systems;
人工快渗污水处理系统水力负荷周期的设计
3.
Effect of hydraulic loading and HRT on nitrogen removal of foam board floating island;
水力负荷及水力停留时间对泡板型浮岛脱氮效果的影响
5)  hydraulic loading rate
水力负荷
1.
The influence of hydraulic loading rate on filter performance was investigated by adjusting hydraulic loadings, and using zeolite, cinder and polythene pipes as the control media.
通过改变水力负荷,研究了水力负荷对滤器性能的影响,并比较了以沸石、煤渣和塑料短管为填料的试验结果。
2.
The results showed that the IVCW effectively removed total suspended solids(85%),chemical oxygen demand(50%),five-day biochemical oxygen demand(44%),total ammonia(53%),nitrite(83%) and nitrate(54%) from the aquaculture wastewater at a hydraulic loading rate(HLR) of 420mm/d.
结果表明,在420 mm/d的水力负荷下,湿地可有效地去除循环水中的总悬浮物(去除率85%)、CODCr(去除率50%)、BOD5(去除率44%)、总氨氮(去除率53%)、亚硝酸盐(去除率83%)和硝酸盐(去除率54%),能够满足养殖用水的要求,整个试验期间系统实现了零污水排放。
3.
8% of TP at the hydraulic loading rate(HLR) of 3.
采用水耕植物过滤法(hydroponic bio-filter method,HBFM)净化富营养化地表水的试验表明,在水力负荷为3。
6)  hydraulic load
水力负荷
1.
Effect of hydraulic load on efficiency of enhanced biological nitrogen removal in subsurface infiltration system
地下渗滤生物强化系统的建立及水力负荷对系统脱氮效果的影响
2.
The influence of hydraulic load and air/water ratio on the pollutant removal efficiency was investigated.
采用以沸石为填料的侧向流曝气生物滤池(LBAF)处理生活污水,考察了水力负荷和气水比对其除污效果的影响。
3.
Comprehensively considering the purification effect and wastewater treatment capacity,the hydraulic load should be controlled at 0.
采用复合垂直流渗滤系统处理城镇生活污水,试验结果表明,经过1个月左右的启动阶段,系统出水水质基本达到稳定;复合垂直流渗滤系统能承受较高的有机负荷,采用沉淀作为其前处理工艺的效果较为理想;综合考虑净化效果和处理能力,复合垂直流渗滤系统的水力负荷宜控制在0。
补充资料:地下水水资源评价(见水资源评价)


地下水水资源评价(见水资源评价)


  d ixiashui shuiziyuan Ping】ia地下水水资源评价见水资源评价。
  
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