水力发电学报
            首 页   |   期刊介绍   |   编委会   |   投稿须知   |   下载中心   |   联系我们   |   学术规范   |   编辑部公告   |   English

水力发电学报 ›› 2024, Vol. 43 ›› Issue (11): 17-26.doi: 10.11660/slfdxb.20241102

• • 上一篇    下一篇

汉江中下游水质时空特征及环境流量确定

  

  • 出版日期:2024-11-25 发布日期:2024-11-25

Temporal and spatial characteristics of water quality and environmental discharges in middle and lower Hanjiang River

  • Online:2024-11-25 Published:2024-11-25

摘要: 近年来,汉江中下游水质问题频发,且河道内环境流量尚未明确,严重威胁沿岸用水安全。为探明汉江中下游水质时空分布特征和河道环境流量,收集调研了2015—2019年汉江中下游黄家港、襄阳、皇庄、沙洋、潜江、仙桃和汉川等7个控制断面的pH、溶解氧、高锰酸盐指数、氨氮、总磷5项水质指标,基于水质单因子评价方法分析了水质时空变化特征。通过建立一维水动力-水质模型,构建了基于保障各控制断面水质的环境流量计算方法;根据不同水源的输入,计算了汉江中下游河道环境流量,并提出了保障方案。结果表明,汉江中下游丰水期氨氮和枯水期总磷在皇庄以下断面均未达到Ⅱ类水标准,氨氮沿程变化不明显,总磷从上游至下游逐渐升高。环境流量保障需结合引江济汉补水工程和丹江口下泄流量,丰水期和枯水期当引调长江水分别为500 m3/s和350 m3/s时,还需丹江口水库分别下泄214 m3/s和315 m3/s才能满足河道内的环境流量。研究为汉江中下游水质安全保障和合理分配丹江口水资源提供了参考。

关键词: 汉江中下游, 水质评价, 水动力-水质模型, 环境流量

Abstract: In recent years, water quality problems have occurred frequently in the middle and lower Hanjiang River and its environmental discharge is yet unclear, which threatens the safety of water use in the regions along it. To assess its water quality and environmental flows, this paper describes a single-factor method to evaluate their spatial and temporal distribution characteristics based on data observation. First, we collect field data for five water quality indicators-pH, dissolved oxygen, permanganate index, ammonia nitrogen, and total phosphorus-which were observed in 2015-2019 at seven control sections in the middle and lower reaches: Huangjiagang, Xiangyang, Huangzhuang, Shayang, Qianjiang, Xiantao, and Hanchuan. Then, we develop a one-dimensional hydrodynamic and water quality model and a corresponding method for calculating the environmental discharge that meets the requirement of water quality at each control section, and calculate the environmental discharges of the river using different water sources inputs. The results show two failure cases-ρ (NH3-N) in the high flow period, and ρ (TP) in the low flow period, which are unable to meet the class Ⅱ standard at the section downstream of Huangzhuang. To guarantee the environmental discharge, the operation of Water Transfer Project from Yangtze River to Hanjiang River should be combined with the discharge from the Danjiangkou reservior. In the high and low flow periods, when a flow of 500 m3/s or 350 m3/s is diverted from Yangtze, the Danjiangkou reservoir should discharge at 214 m3/s or 315 m3/s respectively to meet the demand by the river environmental discharge. This study has explored the schemes and verified their improvement on water quality security and rational allocation of the reservoir water resources.

Key words: middle-lower reaches of Hanjiang River, water quality assessment, hydrodynamic and water quality model, environmental discharge

京ICP备13015787号-3
版权所有 © 2013《水力发电学报》编辑部
编辑部地址:中国北京清华大学水电工程系 邮政编码:100084 电话:010-62783813
本系统由北京玛格泰克科技发展有限公司设计开发  技术支持:support@magtech.com.cn