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1)  surface spillway
表孔泄洪闸
1.
With the model test,the comparative studies of energy dissipation effect of the aeration splitter pier on the surface spillway and the conventional sources on the cushion pool were conducted in this paper.
通过模型试验,对比研究了在表孔泄洪闸上应用掺气分流墩和在消力池中采用常规消能工的消能效果。
2)  surface spillways
泄洪表孔
1.
When flaring gate piers are on surface spillways in high arch dam,the dispersion of plunging jets from surface spillways is closely related to the charateristics of flow.
采用k-ε双方程紊流模型对宽尾墩应用在高拱坝坝身泄洪表孔时的水流特性进行了3维数值模拟,给出了孔流道水面线、压力、流场等水流特性。
3)  floodgate [英]['flʌdɡeɪt]  [美]['flʌd'get]
泄洪闸门
1.
The situation of leak in floodgate of Lushi water project is introduced, cause and the urgency of it is analyzed.
介绍了陆水枢纽泄洪闸门漏水情况,分析了原因和危害性,总结了对其中5号闸门漏水的研究和处理,提出了继续处理的必要性和基本条件。
4)  sluice [英][slu:s]  [美][slus]
泄洪闸
1.
The application of plywood/squared timber formwork in sluice concreting of Suzhi hydropower project;
胶合板配方木模板工艺在苏只泄洪闸混凝土浇筑中的应用
2.
Multi-objective and multiple fuzzy optimization of sluice scheme in north conveyance canal head
北引渠首泄洪闸方案的多目标多级模糊优选
3.
Therefore, after detailed studies of the above influence factors,the paper establishes the index eval uation system,and applies many models to the sluice optimum scheme of BeiyinQushou project.
泄洪闸是引嫩骨干工程北引渠首最为关键的建筑物,其规模大小将直接决定整个工程的投资、淹没占地及未来防洪成本,更会对嫩江河势产生深远影响,因此本文在详细研究了上述影响因素后,建立了指标评价体系,并应用多个模型对北引渠首泄洪闸各方案进行了优选。
5)  spillway gate
泄洪闸
1.
Design of stilling basin for spillway gate of Kangyang hydropower station on the Yellow River;
黄河康扬水电站泄洪闸消力池设计
6)  spillway gate
泄洪闸门
1.
After introducing the design, debugging, and operation of the spillway gate monitoring & control system at the Fuchunjiang Hydropower Plant, this paper indicates the functions of this system.
介绍了富春江水力发电厂泄洪闸门计算机监控系统的设计、调试和运行情况,指出了该系统发挥的功能和作用。
2.
The theoretical model and the calculation method for the control of the spillway gate in the reservoirs are studied, and a new model for the optimization procedure of the dynamical tracking of practical spillway flow is developed.
从理论模型和计算方法上对水库泄洪闸门控制问题作了深入的探讨 ,提出了实际下泄流量动态跟踪优化过程的新模型 ,并以一次洪水优化调度计算出的优化泄水曲线为依据 ,建立能量损失函数 ,求解闸门启闭方案 ,制定闸门控制策略 。
3.
This paper briefly introduces the present status of the spillway gate,the structure and features of the reformed computer monitoring & control system and the reformation of rolling bearing at the fixed roller gate in the Penglatan hydropower plant.
介绍了蓬辣滩水电站泄洪闸门的状况、计算机监控系统改造方案的结构和特点及闸门定轮轴承的改造情况,通过上述改造,提高了泄洪设备运行的自动化水平,同时也为其他闸门工程提供参考。
补充资料:第二孔(继发孔)型缺损


第二孔(继发孔)型缺损
ostium secondary defect

是心房间隔在形成上发生障碍,一般缺损较大,多在卵圆孔附近称第二孔(继发孔)型缺损。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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