干旱区和田河汇流水流分区及河道演变过程

Flow zoning and channel evolution of the Hotan River confluence in arid regions

  • 摘要: 现有河流汇流理论较好地解释了剪切层、流动分离区和停滞区等基本水动力结构及其局部冲淤效应,但对干旱区季节性河流汇流段长期活动河槽收缩的形成机制仍缺乏解释。本文以干旱区和田河阔什拉什汇流区为例,基于1989—2020年Landsat遥感影像、实测径流资料等,分析干旱区汇流段在径流变化、水利工程调节、内部水流分区重构和沙坝稳定化共同作用下的河道阶段性收缩过程。结果表明:①和田河汇流区河道未表现为持续展宽,而呈现阶段性收缩特征,干流满岸河宽中值由1588.5 m减小至1324.0 m,平均缩窄约267 m。②河道分汊强度总体受径流波动影响,但不同支流响应程度存在差异,喀拉喀什河总汊道指数与径流量的决定系数为0.6768,玉龙喀什河为0.3042;1989—2020年汇流角主要在84°~95°之间波动,汇流区平面河道较为稳定,其地貌响应并非主要表现为汇流点大幅迁移。③随汇流比由1.257减小至0.806,剪切层向支流侧横向偏移约678 m。④和田河汇流区的河道阶段性收缩是外部水沙动力变化与内部水流分区重构共同作用的地貌响应,其核心过程表现为径流变化和工程调节改变两支流相对动力条件,剪切层迁移和低速沉积空间重组影响分区沙坝保存,沙坝出露及稳定化进一步压缩活动河槽。研究结果可为干旱区河流汇流地貌演变识别及水利工程下游河道响应分析提供参考。

     

    Abstract: Existing theories of river confluences have effectively explained fundamental hydrodynamic structures, such as shear layers, flow-separation zones, and stagnation zones, as well as their associated local scour and deposition effects. However, they remain insufficient for interpreting the formation mechanism of long-term active-channel contraction at seasonal river confluences in arid regions. Taking the Kuoshilash confluence of the Hotan River as a case study, this study used Landsat remote sensing images from 1989 to 2020 and gauged runoff records to investigate the staged channel contraction of an arid-region confluence under the combined influence of runoff variation, hydraulic engineering regulation, internal flow-zone reorganization, and sandbar stabilization. The results show that the Hotan River confluence did not undergo continuous channel widening during the study period, but instead exhibited staged contraction. The median bankfull width of the main channel decreased from 1588.5 m to 1324.0 m, with an average narrowing of approximately 267 m. Channel braiding intensity was generally affected by runoff fluctuations, although the response differed between the two tributaries. The coefficient of determination between the total channel index and runoff was 0.6768 for the Karakash River and 0.3042 for the Yurungkash River. From 1989 to 2020, the confluence angle mainly fluctuated between 84° and 95°, indicating that the planform configuration of the confluence remained relatively stable and that its geomorphic response was not primarily characterized by substantial migration of the confluence point. As the flow ratio decreased from 1.257 to 0.806, the shear layer shifted laterally by approximately 678 m toward the tributary side. The staged contraction of the Hotan River confluence represents a geomorphic response to the combined effects of external hydro-sedimentary changes and internal flow-zone reorganization. The key process is that runoff variation and engineering regulation alter the relative hydraulic conditions of the two tributaries, while shear-layer migration and reorganization of low-velocity depositional space affect zonal sandbar preservation. Subsequent sandbar exposure and stabilization further constrict the active channel. These findings provide a reference for identifying confluence-related geomorphic evolution in arid-region rivers and for assessing downstream channel responses to hydraulic engineering regulation.

     

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