1) osmose for dams
水坝渗流
2) dam seepage
大坝渗流
1.
Based on Guidelines for Reservoir Dam Safety Evaluation(SL 258—2000),a seepage stability evaluation for the dam of Xiashan Reservoir was carried out by analysis of the monitoring data of dam seepage with finite element method(FEM) and analysis of its operation behavior.
按照SL 258—2000《水库大坝安全评价导则》要求,采用渗流观测资料分析、渗流有限元计算分析及运行表现分析方法,对峡山水库大坝渗流安全进行评价。
2.
Correlation between factors has an effect on the analysis of dam seepage observation data.
大坝渗流观测资料分析中,各因子间常存在不同程度的相关性,这种相关性有时会对分析效果产生较大的影响,另外,通常的回归模型为线性模型,难以精确反映一般为非线性函数的因变量的变化规律。
3) dam seepage flow
大坝渗流
1.
Rainfall and water level show lagging effect and nonlinear on dam seepage flow;and the relationship between rainfall and water level is coupled;therefore,the mechanism of dam seepage is very complex.
降雨和库水位对大坝渗流表现出一定的滞后性和非线性,且降雨和库水位之间本身又存在一定的耦合关系,渗流的机理比较复杂。
5) bypass seepage
绕坝渗流
1.
Three-dimensional finite element analysis of left dam abutment seepage is carried out based on a proposed earth dam in order to study the bypass seepage law of deep and thick sand layer.
为了研究深厚砂层坝肩绕坝渗流的规律,结合拟建的陕西省王圪堵水库土石坝工程,进行了左坝肩绕坝渗流的三维有限元分析,并以坝肩砂层渗透稳定为控制条件,进行了防渗墙延伸长度方案的比较研究,同时对传统的绕坝渗流计算方法水力学法所存在的问题进行了分析。
补充资料：巴克拉水坝
巴克拉水坝
位于印度西北部喜马偕尔邦和旁遮普邦交界，即萨特莱杰河出西瓦利克山口处。壅成比拉斯普尔水库。坝高226米，长518米，总装机容量120.5万千瓦。发电与灌溉两用。通连亚穆纳河和萨特莱杰河的灌溉系统，对旁遮普邦的农田水利起重大作用。
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