| 1. | Study on the sediment accumulation in the intake port basin of a power plant
电厂港池取水工程泥沙回淤研究 |
| 2. | Effects of water intake on sedimentation in entrance channel and port basin
电厂从港池取水对进港航道及港池回淤的影响 |
| 3. | Numerical simulation of water flow with hydrodynamic model and analysis on sedimentation in pore area of rizhao harbour
日照港水域水动力数学模型及港区回淤分析研究 |
| 4. | Calculation results show that the recirculating region and back silting of plan 2 are smaller than those of plan 1
计算结果表明，方案2的回流范围和泥沙回淤强度均小于方案1 。 |
| 5. | Analysis results show that the main factor of sediment deposition is the decrease of flow velocity in the wharf apron caused by pile resistance effects
桩基的阻水作用，减小了码头前沿的水流速度，是码头回淤的主要原因。 |
| 6. | In the research on jingtang harbour the co - action of wave and current with movable trubid water model was firstly considerd
京唐港入海航道回淤问题试验研究，苏州工业园区华能发电厂冷却水试验研究，曹妃甸潮汐水流和泥沙问题数模和物模研究。 |
| 7. | After verification , the model is applied to calculate the change of current and back silting in the port area of fenghuangshan port with two different plans
模型经验证后，计算分析了凤凰山深水港区两个规划方案下的水流变化及泥沙回淤强度。 |
| 8. | The siltation measured in the channel after the first and second phases indicted that the predicted values are in agreement with the measured ones
一、二期工程建成后的航道实测回淤资料表明，全沙数学模型所预报的航道回淤分布和淤积总量与实测值相当接近。 |
| 9. | The result showed that the numerical model could satisfactorily reflect the sediment concentration field , and calculate the back silting intensity on the approach channel in lianyungang harbor
研究结果表明，所介绍的研究方法可以合理地描述含沙量场特性以及计算进港航道回淤量。 |
| 10. | The paper will be based on a 2d tide current numerical model to analyze the change of tide current field and the influence of sand silt before and after engineering
本文从计算潮流入手，建立一个潮流数学模型来计算潮流场，分析工程建设前后潮流场的变化，并分析了工程前后泥沙回淤情况。 |
