陡坡河段变动回水区推移质运动特性的试验研究
Bed-load Sediment Transport in Fluctuating Backwater Area of a Steep Slope Reach
作者:路信(四川大学 水力学与山区河流开发保护国家重点实验室, 水利水电学院, 四川 成都 610065);黄尔(四川大学 水力学与山区河流开发保护国家重点实验室, 水利水电学院, 四川 成都 610065);王森(长江重庆航运工程勘测设计院, 重庆 400012);赵新益(中国长江电力股份有限公司, 湖北 宜昌 443002);官夏菲(四川大学 水力学与山区河流开发保护国家重点实验室, 水利水电学院, 四川 成都 610065)
Author:LU Xin(State Key Lab. of Hydraulics and Mountain River Eng., College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China);HUANG Er(State Key Lab. of Hydraulics and Mountain River Eng., College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China);WANG Sen(Changjiang Chongqing Harbour and Waterway Eng. Investigation and Design Inst., Chongqing 400012, China);ZHAO Xinyi(China Yangtze Power Co., Ltd., Yichang 443002, China);GUAN Xiafei(State Key Lab. of Hydraulics and Mountain River Eng., College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China)
收稿日期:2017-09-14 年卷(期)页码:2018,50(4):89-95
期刊名称:工程科学与技术
Journal Name:Advanced Engineering Sciences
关键字:变动回水区;推移质;概化模型
Key words:fluctuating backwater area;bed-load;generalized model
基金项目:国家自然科学基金资助项目(51539007)
中文摘要
基于物理模型试验,探讨典型河段变动回水区推移质的运动特性,分析在库水位消落及来流增大过程中,淤积体平面形态及淤积体推进轨迹变化等特性。试验结果表明,由于河段比降较大,水库回水尖灭点上下游呈现不同的流态,从急流变为缓流的过程中,输沙能力会陡然下降。在库水位消落过程中,保持上游来流不变,泥沙淤积体输移的距离大致与水库回水尖灭点前行的距离相当,且下游水位降至875 m时,淤积体在河道湾顶附近被水流切割分成上下两部分,两级淤积体间泥沙颗粒级配差异较为明显,反映出水流的分选作用。在来流增大过程中,当推移质来沙量不变时,保持下游库水位不变,增大上游来流量,推移质淤积体向下游推进的幅度相对较小,表明研究河段变动回水区内的推移质运动受下游回水作用影响较大。对于陡坡性变动回水区,在给定上游来沙总量的前提下,泥沙淤积体前沿的推进幅度主要受到库水位降低的影响,而受上游流量的影响相对较小。
英文摘要
The characteristic motion of the traction load in typical fluctuating backwater area, including the plane conformation, the promotion track of the sedimentation during the drawdown process of the reservoir, and the increasing process of the upstream flow, were studied based on the physical model tests. The results indicated that due to the large specific drop in the reach, the upstream and downstream flow patterns of the reservoir pinch-out point were different, and the sediment transport capacity would drop sharply in the course of the water flow changing from a jet to a slow flow. During the drawdown process of the reservoir, keeping the upstream water at a constant level until sediment transport distance was similar to the advancing distance of reservoir pinch-out point and the downstream level fell to 875 m, the siltation near the top of river bay would be cut into the upper and lower parts separately. The difference of sediment gradation between two grades of silt was more obvious, reflecting the separation effect of water flow. Comparatively, increasing the upstream flow while keeping sediment supply and the downstream level unchanged, the bed-load sediment of the downstream propulsion was relatively small,which showed that the bedload transport in the area of fluctuant backwater was greatly influenced by the backwater action in the lower reaches of the river. Under the premise that the total amount of the upstream sediment was given, the promoting of the frontier sedimentation was mainly affected by the decreasing water level of the reservoir, and the effect by the upstream flow was relatively small.
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