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东江沥口枢纽坝下游航道整治模型试验研究

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东江航道整治条件复杂,模型试验研究能够为航道整治技术方案的可行性提供重要技术支撑和依据.通过坝下游近坝段河床演变、水流条件分析及航道整治模型,研究不同整治方案的合理性与整治效果,提出航道整治推荐方案.结果表明:航道整治设计方案在设计流量下岚派浅滩、横岭浅滩以及观音阁浅滩下游段航道水深大于 2.5 m,猛虎跳墙浅滩与观音阁上游段航槽水深小于2.5 m;推荐航槽整治方案,设计流量下航槽沿程水深均大于2.5 m,沿程水位降低值为0.77~2.26 m;各浅滩段局部采砂后,其上游水位均有不同程度的降低,局部航槽采砂后,航槽水深不满足2.5m的要求.试验河段为采砂河段,而采砂对航道整治方案的影响较为敏感,东江沥口枢纽坝下游采用航道整治推荐方案,并严格控制河道采砂行为.
Experimental study on downstream waterway regulation of Likou Dam in Dongjiang Rriver
The condition of waterway regulation in Dongjiang River is complicated,so the model study can provide important technical support and basis for the feasibility of waterway regulation technical scheme.Through the analysis of riverbed evolution,flow condition and channel regulation model,the rationality and regulation effect of different regulation schemes are studied,and the recommended channel regulation schemes are put forward.The results show that the water depth of Lanpai Shoal,Hengling Shoal and downstream section of Guanyinge Shoal is more than 2.5 m.The water depth of Menghutiaoqiang shoal and upstream section of Guanyinge trough is less than 2.5 m.The water depth along the channel is more than 2.5 m under the designed flow,and the water level reduction value along the channel is between 0.77 and 2.26 m.After local sand mining,the water level of the upper reaches of each shoal section is reduced to different degrees,and the water depth of the trough cannot meet the requirement of 2.5 m after local sand mining.The reach is sand mining,and the influence of sand mining on channel regulation scheme is very sensitive.The recommended channel regulation scheme is adopted and the sand mining behavior is strictly controlled for the channel regulation downstream of Likou Dam in Dongjiang River.

Dongjiang RiverLikou Damwaterway regulationexperimental study

叶雅思、徐观兵、张金明

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湖南省交通规划勘察设计院有限公司,湖南 长沙 410200

珠江水利委员会珠江水利科学研究院,广东 广州 510611

水利部珠江河口治理与保护重点实验室,广东 广州 510611

东江河道 沥口枢纽 航道整治 模型试验

国家自然科学基金广州市科技计划

50909110201804010202

2024

水运工程
中交水运规划设计院有限公司

水运工程

CSTPCD
影响因子:0.428
ISSN:1002-4972
年,卷(期):2024.(5)
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