于守兵. 黄河河口流路多目标联合运用方式研究[J]. 水利水运工程学报,2024(1):1-7.. doi: 10.12170/20221213001
引用本文: 于守兵. 黄河河口流路多目标联合运用方式研究[J]. 水利水运工程学报,2024(1):1-7.. doi: 10.12170/20221213001
(YU Shoubing. Investigating the multi-objective oriented joint application of the channels in the Yellow River Estuary[J]. Hydro-Science and Engineering, 2024(1): 1-7. (in Chinese)). doi: 10.12170/20221213001
Citation: (YU Shoubing. Investigating the multi-objective oriented joint application of the channels in the Yellow River Estuary[J]. Hydro-Science and Engineering, 2024(1): 1-7. (in Chinese)). doi: 10.12170/20221213001

黄河河口流路多目标联合运用方式研究

Investigating the multi-objective oriented joint application of the channels in the Yellow River Estuary

  • 摘要: 黄河河口流路运用方式面临着新形势下保障防洪安全、维持生态功能和减缓海岸蚀退等多目标需求。采用实测水文资料和现场调查资料,分析河口河道防洪形势、黄河口国家公园建设需求和备用流路现状情况。清水沟流路在小浪底调水调沙运用后防洪形势明显改善,然而仍面临着大洪水的威胁;目前河道滩地呈现约6‱的倒比降,加剧了大洪水时的防洪压力。黄河口国家公园清水沟片区在清四控导工程以下无整治工程,规划的科研平台和大量基础设施要求洪水尽量不漫滩。刁口河片区规划的生态补水量为0.55 亿m3,附近海岸因缺乏泥沙补给处于蚀退状态。刁口河主槽淤积萎缩,滩地开发建设侵占严重,亟待长期过水加强保护。新形势下黄河河口流路运用方式为“联合运用、常态过水、平滩分流、双河行洪”。刁口河常年维持一定的过水流量。当清水沟流量达到3 500 m3/s时向刁口河分流,大洪水时两条流路作为5 000 m3/s流量的泄洪通道。

     

    Abstract: The Yellow River Estuary channels face the challenge of balancing multiple objectives, including ensuring flood control safety, preserving ecological functions, and mitigating coastal erosion in a changing environment. This study utilizes hydrological data and field investigations to analyze the flood control situation, construction demands of the Yellow River Estuary National Park, and the condition of standby channels. The Qingshuigou channel has shown significant improvement in flood control since the implementation of sand and water regulation operations at the Xiaolangdi reservoir. However, the channel remains susceptible to large floods, which may be exacerbated by the 6‱ antislope of the current bottomland. The Qingshuigou section of the Yellow River Estuary National Park lacks downstream regulation measures following the Qing 4 river-control work, necessitating the implementation of planned scientific research platforms and infrastructure to minimize flood impacts on the main channel. The Diaokouhe section requires planned ecological water compensation of 0.055 billion m3, while the coastline suffers erosion due to insufficient sediment supply. The main channel has experienced siltation and contraction, with the bottomland facing severe encroachment from social development and construction, highlighting the urgent need for protection through regulated flow. The joint application of the channels involves normal passing flow during regular conditions, diversion of water at maximum main channel discharge, and flood release through two channels. The Diaokouhe channel accommodates a certain discharge during ordinary times and diverts a portion when the Qingshuigou channel reaches 3,500 m3/s. During large floods, the two channels serve as release passages for a flow of 5,000 m3/s.

     

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