| 1. | Influence of upstream discharge in tidal level prediction for tidal reaches
感潮河段上游流量对潮位预报的影响 |
| 2. | Analysis on flow and sediment movement in approach channels of tidal river branches
感潮河段船闸下引航道水沙运动及泥沙淤积 |
| 3. | Flood level forecast model for tidal channel based on the radial basis function - artificial neural network
用径向基函数神经网络模型预报感潮河段洪水位 |
| 4. | At first , the hydrologic characteristics of the tidal reach and the current situation of design value research are elaborated
论文首先阐述了感潮河段水文现象的特点、水文设计值的研究现状。 |
| 5. | The silting mechanism downstream of sluices and limits of the 2 - d suspended sediment model to simulate the silting downstream of sluices in a tidal reach are analyzed
摘要分析了感潮河段闸下淤积机理及用平面二维悬沙数学模型模拟闸下淤积存在的缺陷。 |
| 6. | The achievements of this paper will provide guidance for the preliminary design of suzhou - nantong yangtze river bridge , and the methods suggested here are applicable to other similar hydrological problems
论文研究成果直接为苏通长江公路大桥施工设计提供依据，文中所建议的方法适用于解决其它类似感潮河段的水文问题。 |
| 7. | The methods to evaluate design tidal elements when the data are incomplete or inconsistent are studied in this paper , taking the tidal reach where suzhou - nantong yangtze river bridge will be constructed for example . and the methods of how to distinguish outlier in different parameter estimation methods are studied
然后以苏通长江公路大桥桥位河段为例，重点探讨了非一致资料条件下分期设计最高潮位计算、不同的参数估计方法下如何判别特大值和不完整资料条件下感潮河段水文设计值的计算方法。 |
