| 涡流室式掺气扰动疏浚耙具效果试验研究 |
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| 引用本文： | 韩露,郭文华,高祥宇,刘高峰.涡流室式掺气扰动疏浚耙具效果试验研究[J].海洋工程,2020,38(4):109-117. |
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| 作者姓名： | 韩露 郭文华 高祥宇 刘高峰 |
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| 作者单位： | 上海河口海岸科学研究中心, 上海 201201;南京水利科学研究院, 江苏 南京 210029 |
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| 基金项目： | 国家重点研发计划项目（2017YFC0405400） |
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| 摘 要： | 长江口深水航道以悬沙落淤为主,回淤泥沙较为松散、上覆有流动性较强的高密度浮泥层,航槽需进行常年维护。为提高疏浚效率、降低疏浚成本,基于耙头动力改进的思路,提出适用于长江口沉积物特性的掺气扰动耙具,并通过室内试验,探讨耙具推荐型式,推荐空压机流量及压力指标,估算掺气耙具扰动效果。结果表明,2 mm气嘴耙具掺气扰动后水体含沙量增幅高于其他孔径;相同孔径、相同气流量下,气嘴间距越大、扰动效果越明显,因此推荐耙具气嘴孔径2 mm、20 cm间距交错布置型式。对于推荐耙型,当气体压力低于4.8×105Pa、气流量小于1.1 m3/min时,扰动后水体含沙量基本呈线性增长;当气体压力超过4.8×105Pa,扰动后水体含沙量无明显变化。以室内试验推荐压力4.5×105Pa为基础,估算施工作业水深15 m,结合实际作业水深及气力损耗,现场空压机选型参考值为气流量61.7 m3/min、工作压力为0.7 MPa。据此推算设计航速1.286 m/s时,中上层(0～4 m)水体掺气扰动疏浚耙具悬扬原状土方量约800 m3/h。
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| 关 键 词： | 长江口 深水航道 涡流室式 掺气扰动耙具 含沙量 |
| 收稿时间： | 2019/12/26 0:00:00 |
Research on the effect of the swirl-chamber-type aero-dynamic dredge rake |
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| HAN Lu,GUO Wenhu,GAO Xiangyu,LIU Gaofeng.Research on the effect of the swirl-chamber-type aero-dynamic dredge rake[J].Ocean Engineering,2020,38(4):109-117. |
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| Authors: | HAN Lu GUO Wenhu GAO Xiangyu LIU Gaofeng |
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| Institution: | Shanghai Estuarine and Coastal Science Research Center, Shanghai 201201, China;Nanjing Hydraulic Research Institute, Nanjing 210029, China |
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| Abstract: | Yangtze Estuary Deepwater Channel is dominated by suspended sediment deposition and needs to be dredged all year round. The siltation sediment is loose and covered with high density floating mud layer with strong mobility. In order to improve dredging efficiency and reduce cost, based on the idea of dynamic improvement of rake head, a new swirl-chamber-type aero-dynamic dredge rake is proposed, which is suitable for the siltation sediment characteristics in the Yangtze River estuary. A series of laboratory tests are carried on to discuss the recommended type of rake, the flow and pressure indexes of air compressor, and the disturbance effect. The results show that the increase of sediment concentration is higher than the other apertures after the disturbance of aero-dynamic dredge rake with 2 mm nozzle. Under the same aperture and gas flow, the larger the distance between nozzles, the more obvious the disturbance effect. It is recommended that nozzle aperture is 2 mm in a staggered arrangement with a space of 20 cm. For the recommended rake, when the gas pressure is less than 4.8×105 Pa and the gas flow rate is less than 1.1 m3/min, the sediment concentration increases linearly after the disturbance. However, there would be no significant changes after the disturbance, when the gas pressure exceeds 4.8×105 Pa. Assuming that the pressure is 4.5×105 Pa and the water depth is 15 m, in consideration of actual working water depth and gas-flow loss, the reference values of the air compressor selected are that the gas-flow is 61.57 m3/min and the operating pressure is 0.7 MPa. Based on the above conditions, when the dredger''s design speed is 1.286 m/s, it is estimated that the volume of undisturbed soil in the upper-middle layer (0-4 m) effected by aero-dynamic dredge rake is 800 m3/h. |
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| Keywords: | Yangtze estuary deepwater channel swirl-chamber-type aero-dynamic dredge rake sediment concentration |
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