何术锋, 佘星源, 林育青, et al. Temporal and spatial characteristics of water quality and environmental discharges in middle and lower Hanjiang River[J]. Journal of Hydroelectric Engineering, 2024, 43(11).
DOI:
何术锋, 佘星源, 林育青, et al. Temporal and spatial characteristics of water quality and environmental discharges in middle and lower Hanjiang River[J]. Journal of Hydroelectric Engineering, 2024, 43(11).DOI: 10.11660/slfdxb.20241102.
Temporal and spatial characteristics of water quality and environmental discharges in middle and lower Hanjiang River
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.