1) Huangbizhuang Water Control Project
黄壁庄水利枢纽
2) hydraulic complex
水利枢纽
1.
Closure gate design for diversion tunnel of Xiaorongjiang Hydraulic Complex;
小溶江水利枢纽导流洞封堵闸门设计
2.
Sanzuodian hydraulic complex locates at the downstream of the influent Yen river of Xiliao river in Chifeng city, Inner Mongolia, which is the key project for flood control and water supply for the city in the basin plan of Songhua river and Liao river, which main task is to improve the flood control and water supply standard where locates at the distance 35Km from hydraulic complex.
三座店水利枢纽工程位于内蒙古赤峰市境内西辽河支流阴河下游,是列入松花江和辽河流域规划和赤峰市城市防洪供水规划的重点骨干工程,主要任务是提高位于枢纽下游35km处的赤峰市的防洪标准以及向赤峰市供水。
3) hydro-junction
水利枢纽
1.
Study on coupling of 3D visualization with numerical simulation for powerhouse excavation of a certain hydro-junction;
某水利枢纽厂房开挖三维可视化与数值模拟耦合研究
2.
Discussion on seepage prevention of deep overburden layer ofXiabandi hydro-junction in Xinjiang;
新疆下坂地水利枢纽工程深覆盖层防渗问题探讨
3.
Video monitoring system has been widely applied in safe production monitoring for hydro-junction, and gradually developed from traditional security monitoring to management monitoring.
视频监控系统在水利枢纽的安全生产监控中应用非常普遍,并逐步由传统的安防监控向管理监控发展,进行模拟系统的网络化、数字化改造将是必然趋势。
4) hydro junction
水利枢纽
1.
Based on analyzing affecting factors of the designed lowest navigable stage, the problem of calculating the designed lowest navigable stage at downstream stretch of hydro junction is generalized as a nonlinear functional relation between input and output.
在分析影响水利枢纽下游河段设计最低通航水位因素的基础上 ,将设计最低通航水位计算问题概括为一种非线性输入输出的泛函关系 ,以人工神经网络原理建立推算水利枢纽下游河段设计最低通航水位的BP神经网络模型 。
2.
In this paper, achievements gained in conservating soil and water conservation plantation in Wanjiazhai hydro junction region have been introduced.
本文介绍了万家寨水利枢纽区水土保持林建设所取得的成绩。
5) key water control project
水利枢纽
1.
Engineering geological problems of Xiaoliangdi key water control project Yellow River and their disposal measures;
黄河小浪底水利枢纽工程地质问题及其处理措施
2.
Hydrofracturing insitu stress mesasurements of three boreholes in Wanjiazhai key water control project have been carried out.
万家寨水利枢纽工程进行了３个钻孔的水压致裂地应力测量。
3.
The reasonable share of investment in a key water control project is the base to calculate the profit correctly.
水利枢纽工程投资费用合理分摊是正确计算各部门效益的前提，本文首先使用主次分摊法、枢纽指标系数分摊法、效益比例分摊法、可分离投资费用 剩余效益分摊法等常用方法对小浪底枢纽工程投资费用进行分摊。
6) hydro-project
水利枢纽
1.
Analysis on seepage control schemes of Mopanshan hydro-project in Harbin City;
哈尔滨市磨盘山水利枢纽区渗控方案分析
2.
A simple and easy prediction method for dissolved gas saturation in the water downstream of hydro-project is proposed in this paper.
在此基础上,考虑电站和泄水建筑物过流水体均匀混合后的溶解气体超饱和特性,建立水利枢纽下游水体溶解气体饱和度的预测方法。
补充资料：黄壁庄水利枢纽
滹沱河中下游水利工程之一，因大坝位于河北省平山县黄壁庄村而得名。主要控制岗黄之间干流和支流冶河洪水，同时发展灌溉、发电，解决城市用水。始建于1958年，1965年续建。黄壁庄水库地处太行山东翼，平山、灵寿、获鹿县境内，水库建在滹沱河出山口处，控制流域面积2.34万平方公里，占全流域面积的95％。与上游岗南水库（见岗南水库）均为年调节水库。工程主坝高32.5米，长1840余米,顶宽7.5米,副坝长6900米,最大坝高19.2米。总库容12亿立方米。与岗南水库联合运用，可将上游千年一遇洪峰流量由2.74万立方米／秒削减为1.92万立方米／秒，水库下游有石津、灵正等灌渠，可灌农田近20万公顷。电站装机容量1.6万千瓦,年发电量4200余万度。
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