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1)  observed seepage behavior
实测渗流性态
1.
Summary of observed seepage behavior of Jinshuitan dam;
紧水滩大坝实测渗流性态综述
2)  Seepage behavior
渗流性态
1.
Taking the Dabaian masonry gravity dam in Zhejiang province and Dong fang hong masonry gravity dam in Anhui province as examples, the problems of destructive mechanism and safety evaluation of the masonry dam are discussed in detail and the mathematic models describing its structure and seepage behavior are researched.
(3) 根据浆砌石块和砂浆缝的特性,视砂浆缝为裂隙,应用蒙特卡罗随机模型,建立了浆砌石重力坝的裂隙网络渗流计算模型,探讨了研究浆砌石重力坝渗流性态的新方法。
2.
On the basis of seepage and uplift data, the seepage behavior is evaluation by the systematic analysis of variation rule and statistical model.
为了评价碗窑碾压混凝土坝坝基渗流性态对大坝坝基稳定安全的影响,依据大坝坝基渗漏量和扬压力观测资料,通过其变化规律和统计模型的系统性分析,以及对大坝渗流场进行建模,反演出坝体主要筑坝分区材料的渗透系数。
3)  observed behavior
实测性态
1.
Comprehensive assessment of observed behavior of earth-rockfill dams;
土石坝实测性态综合评价方法研究
2.
Based on the theory of engineering fuzzy sets,the multi\|pole fuzzy pattern recogniftion method for evaluating the observed behaviors of earth\|rock dam is developed.
基于工程模糊集系统理论,结合土石坝实测性态安全评价的特点,进行了土石坝实测性态安全评价多级模糊模式识别方法的研究。
3.
Based on analysis of the assessment system of observed behavior of dam and using the principle of fuzzy pattern recognition, this paper researchs the multilayer recursive fuzzy pattern recognition method of observed behavior of dam.
在分析大坝实测性态评价体系的基础上,利用模糊模式识别方法,对大坝实测性态进行多层递归模糊模式识别,并给出了一个示例。
4)  nonlinear flow curve shapes
非线性渗流形态
5)  seepage experiment
渗流实验
1.
The seepage experiment in the mining area under source of water
水体下煤炭开采渗流实验研究
6)  seepage state
渗流状态
1.
Based on groundwater dynamics in porous media,seepage state about solution in leaching heap was analyzed,and its criterion and the basic relation between flow velocity and water head gradient in each state were put forward.
在多孔介质地下水动力学的基础上,分析溶浸液在浸堆内的渗流状态,并提出渗流状态判据、各自状态下的渗流速度与水力梯度基本关系式。
2.
The impermeable wall which is rational designed will improve the seepage state of levee projects effectively.
合理设计的防渗墙能有效地改善堤防工程的渗流状态,是最为有效的防渗处理方法。
补充资料:态-态反应性散射截面
分子式:
CAS号:

性质:设有一态-态反应A+BC(υ,j)=AB(υ′,j′)+C,其中υ、υ′、j、j′分别为反应物和产物的振动量子数和转动量子数。根据微分反应截面σr的定义,则σr(υ、j︱υ′、j′)应为单位时间单位立体角中散射的具有υ′、j′能态的分子数占散射截面的分率。态-态反应性散射截面即其积分态-态反应截面Sr(n´∣n,g)=(n´∣n,g,θ) dΩ,n表示内部量子态,Z为相对速率。

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