挡水坝

康扬水电站左岸及河床挡水坝为壤土斜墙坝。

The left bank and riverbed water retaining dam of Kangyang hydropower station is a dam with inclined loam core .

百色水利枢纽左岸挡水坝段砼入仓方法长江九江段近岸水域水环境质量调查与分析

Concrete placing method used for construction of left bank water retaining dam section of Baise Multipurpose Dam Project

百色RCC重力坝右岸挡水坝段滑移模式及滑移路径的研究

Study of Sliding Mode and Sliding Paths of 9th Dam Block of Baise RCC Dam

其中挡水坝工程坝型为粘土均质坝。

One block dam project for clay dam type homogeneous dam .

成排根部壅土的树，像挡水坝一样改变了地面径流过程。

The runoff process on hillside is affected by hedgerow network .

挡水坝动水压力的一个有效解法

An Effective Method for Analysis of Hydrodynamic Pressure on Rigid Dams

考虑坝水地基共同作用影响的挡水坝动力分析

Dynamic analysis of water retaining dam by considering joint function of dam-water-foundation

考虑库底吸收作用时挡水坝的抗震分析

Earthquake Analysis of Dams Considering Reservoir Bottom Absorption

三峡永久船闸右挡水坝段帷幕灌浆施工措施

Construction Measures of Curtain Grouting under Right Barrage Block of Permanent Ship Lock of Three Gorges Project

并介绍左岸挡水坝段基础深层抗滑稳定采用混凝土置换洞塞处理方案。

The stability against sliding for deep foundation of left-bank dam was achieved by applying concrete plug .

以挡水坝段断面优化设计为例，研究了图形对象和分析、计算功能的集成方案。

After that , the optimal design of water_proof dam section is studied in order to integrate analysis and calculation function with graph objects .

大庆市城市供水水源工程东城水库枢纽工程由挡水坝工程、引水工程、灌水工程和供水工程四部分组成。

Daqing city water supply project enterprise by blocking dam reservoir project engineering , water diversion project , irrigation engineering project and water engineering four parts .

基于积函数极值法，确定了刚度分布未知的挡水坝的地震剪力和地震弯矩上限。

In this paper , based on the method of extremum of product function , theoretical solutions in closed form for the upper bound seismic shearing forces and bending moments of retaining dam are derived .

设计了实体重力坝的图形对象模型，并以挡水坝段图形对象的设计为例，研究了自定义图形对象的设计和实现；

As a result , the graph model of solid gravity dam is designed . The graph object of water_proof dam section taken as an example , the design and implement of self defined graph object is discussed .

重力型挡水坝的型体及与相邻坝段的连接都很复杂，加之还有动水压力的作用，结构刚度分布不易清楚确定。

The rigidity distribution of the gravity dam is usually determined with many difficulties because of complication of its geometry and the connection with the adjacent portion of the reservoir , as well as the action of hydrodynamic pressure .

本文结合工程实例，介绍了应用薄壳混凝土结构，并组合土工合成材料对挡水坝进行防渗加固处理的工程措施，以及良好的经济与社会效益。

This paper has introduced application of the thin concrete structure with practical project and has expounded the measure of reinforce handing for seepage prevention with geosynthetic in dam , and has gained a well economic and society benefit .

建设水闸和建筑挡水坝是景观河道经常采用的方法，通过抬高水位，拓宽了上游水面、增加了蓄水量，从而改善了水环境，形成景观河道。

Building sluices and dams are often the method used . In this way we can raise water levels , widen the area of upstream water and increase the storage capacity so as to improve the water environment and form landscape channel .

分析挡水坝的渗流场及浸润线，通过计算确定坝体浸润线位置，计算挡水坝静力与动力滑弧稳定性与安全系数，对坝体进行稳定分析。

To analyze the dam , the foundation seepage and saturation line , it determined the location the saturation line of the dam by calculating , and calculated the static and dynamic sliding arc stability and safety factor for stability analysis of the dam .