桩号 meaning in English
residual distance
Examples
- In this paper , we study the most serious damming section of the east - one main canal , which is from the entrance of the hao wan flume ( chainage12 + 123 . 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091 . 1 ) . the main content is analyzing the flow characteristic of the canal , setting up mathematical model of the discharge condition of the east - one main canal , according to the survey section and actual roughness factors , building , bend and so on , we divided the canal into more than loocaculation segments . each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel
本论文研究的渠段为陆浑灌区东一干渠壅水最为严重的渠段，从郝湾渡槽进口(桩号12 + 123 . 6 )至上天院隧洞出口(桩号24 + 091 . 1 ) ，其主要内容是，分析渠道水流特征，建立东一干渠输水状况的数学模型，根据测量断面及实际糙率、建筑物、弯道等因素的不同，将渠道划分成120多个计算段，每段按非棱柱体恒定渐变流，运用microsoftexcel电子表格进行编程计算。 - Through the analysis of the status of huangbizhuang reservoir and other problems , such as its destruction caused by water seeping , and with the reference to the internal successful application , the project adopted the measure of constructing concrete cut - off wall on body and foundation of the auxiliary dam between stake no . 0 + 840 and stake no . 5 + 740
通过分析黄壁庄水库现状及存在的渗透破坏等问题，类比国内成功的工程实例，本工程副坝在桩号0 + 840至5 + 700采用在坝体和坝基建混凝土防渗墙处理措施。 - In this paper the friction piles are used in zipingpu multi - purpose dam construction project , the spillway in the side slope is covered with overburden , the horizontal area is from sp . 0 + 200m to sp . 0 + 280m , the elevation is about from el . 810m to el . 950m , there is hard and integral rock under the overburden , which provides enough anchor ability , and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures , for the scarp it ' s better to reduce the slope
摘要紫坪铺水利枢纽工程溢洪道桩号0 + 200 ~ 0 + 280 、高程810 ~ 950m范围的内侧边坡为覆盖层边坡，坡体下部有较为完整坚硬的岩石，具备提供足够锚固力的条件，在适当的位置可以考虑设置抗滑桩，再通过适量的开挖提高边坡稳定性，或将滑坡体上部不利于稳定的荷载挖除，对于陡坡的坡面可以将坡削缓，则效果会更好。