actual discharging capacity meaning in Chinese
实际放出容量
Examples
- For example , when the design flow of upward of the peace bridge of upward of the east - one main canal is 45m3 / s , the actual flow quantity is 23 . 8m3 / s on the 30th of september in 1989 , the water level of the transition region terminal of the mouth of hao wan flume of the east - one main canal had gained the design level of 4 . 3m , and the level between downstream and shang tian yuan tunnel was generally higher . it says that the actual discharge capacity now is only about 24m3 / s which is half of the design value . this not only make the benefit of the irrigation district abnormal , but also greatly hinder the economic development of the irrigation district , and lead to the canal run frequently at small flow , high water level , lengthen the discharge duration
如东一干渠上段太平桥以上设计流量45m ~ 3 s ， 1989年9月30日实测通水流量23 . 8m ~ 3 s时，东一干渠郝湾渡槽出口渐变段末端水位已达到设计水位4 . 3m ，其下游至上天院隧洞水位也普遍偏高，即东一干渠上段目前仅能通过流量24m ~ 3 s左右，只有设计值的50左右，不仅使灌区效益得不到正常发挥，严重阻碍了灌区范围内的经济发展，而且使渠道经常处于小流量、高水位运行，延长了次通水时间，大大增加了渠道工程的安全管理难度。 - The actual project problem is studied in this paper about the actual discharge capacity which is severely inadequate generally in irrigated area , and more researches are conducted about the east - one main canal of he nan lu hun irrigation district whose discharge capacity is only half of design value
本论文研究的是大多数灌区普遍存在的干渠实际过流能力严重不足的工程实际问题，主要针对河南省陆浑灌区东一干渠实际过流能力为什么仅为设计流量的50的问题进行了深入研究。