黄河典型河段水量水质一体化调配模型

以黄河兰州至河口镇河段为研究对象,采用分解、协调、耦合和控制技术,通过数据实时传递与反馈实现水量水质的同步耦合,以河段取水量、断面下泄流量和水功能区水质指标为辨识参数实现调配目标的在线辨识与过程控制,建立具有循环迭代、在线反馈和滚动修正功能的水量水质一体化调配模型。以1956-2000年天然径流为输入,以2020水平年黄河上游需水和排污为例,通过优化提出河段水量水质一体化调配方案。结果表明,通过对取水量及其过程、污染物入河量与过程的协调控制,2020年水平河口镇以上河段地表耗水量125.2亿m3,低于黄河分水指标,COD和氨氮入河量控减率分别为50.6%和65.7%,水功能区水质达标率100%。模型可实现河段水量水质一体化调配。

Study on integrated allocation and dispatch model of water quality and quantity for the Yellow River

The synchronous coupling of water quality and quantity is a challenging problem for integrated water resources allocation and delivery. Using the section of the Yellow River from Lanzhou to Hekouzhen as the study area, this paper presents the coupling of water quality and quantity models through the application of decomposition, coordination, coupling, and control processes while using real-time data transmission and feedback techniques. The online identification and process control of allocation and delivery targets are obtained by using parameters such as water extractions, discharges, and water quality in different functional zones. An integrated model of allocation and delivery of water quantity and associated water quality is established to manage the river network. The model is characterized by a range of unique functions such as loop iterations, on-line feedback, and rolling updates. By extrapolating from the runoff sequence of 1956 to 2000, the water demand and drainage quantities in 2020 are estimated. Consequently, the scheme of integrated allocation and delivery of water quantity and resultant water quality for the Yellow River section from Lanzhou to Hekouzhen is proposed using model optimization control methods. The results indicate that the surface water consumption in 2020 for the upper section of Hekouzhen will be 12.52 billion cubic meters through the application of the coordinated control and rational allocation methods. This represents a reduction of 0.672 billion cubic meters compared with the estimated surface water consumption values in the "Eight-Seven Diversion Scheme" of the Yellow River. In addition, the loads of key pollutants, such as COD and ammonia nitrogen, entering the Yellow River are predicted to reduce by 50.6% and 65.7%, respectively. Overall, this integrated model allows for the optimization of water quantity and the water quality associated with it and their subsequent control in a range of functional zones.