Dam operation is regarded as an effective way to increase water, food, and energy security for society. However, with the increasing water demand and frequent extreme droughts, numerous rivers worldwide go through periods of water scarcity and water ecosystem deterioration to varying degrees. Balancing the water supply and ecological flow of the dam-regulated river network is essential in the context of river restoration. In this study, we proposed a hydrodynamic and water quality model of a dam-regulated river network balancing water supply and ecological flow using the Environmental Fluid Dynamics Code (EFDC). A section of Jinjiang watershed located in the southwestern of China was chosen as the study area. Firstly, the model was calibrated and validated. By comparing the simulated values with the measured values, the statistical analysis results showed that the relative root mean-squared error (RRMSE) values of water level, COD and NH3-N were 5.5–8.1%, 23.6% and 28.4%, respectively, indicating an adequate degree of agreement between simulation and observation. Based on the established model, dam operation schemes under a dry hydrologic scenario and emergency contamination scenario were formulated to ensure the requirement of ecological water flow and water quality simultaneously. For the dry hydrologic scenario, the ecological water requirement could be satisfied through the dam operation. However, in an emergency contamination scenario, regional water quality requirements cannot be met through dam operation. The dam operation only plays a role in controlling the scope of pollution. This study is expected to provide scientific support for dam-regulated river network management and downstream river ecosystem protection.

As one kind of toxic volatile organic compound (VOC), phenol-polluted air was degraded by aerobic granules. Aerobic granulation is a novel biotechnology, which has a strong ability to tolerate toxicity and to handle high phenol loading rates. The objective of this work is to evaluate the possibility of phenol elimination by aerobic granules and the characteristics of the aerobic granules. In this experiment, phenol was added to the reactor at loading rates of 0.5, 1.0, 1.5 and 2.0 kg/m 3 ·d. Aerobic granules showed good degrading ability at different phenol loading rates. At a steady state, the phenol removal rate was higher than 96% while the COD removal rate was higher than 95%. The phenol loading rate exerted a profound influence on the activity, morphology, and structure of the aerobic granules. The specific oxygen utility rate of the aerobic granules changed from 91 to 32 mg O 2 /gVSS·h when the reactor was fed with phenol-polluted air. Then it increased to 74 mg O 2 /gVSS·h at phenol loading rate of 1.5 kg/m 3 ·d. Extracellular polymers, as well as protein, polysaccharides increased with the increasing of phenol loading rates. The sludge volume Index (SVI) and settling velocity were 42.5-44 ml/g and 72.6-80.0 m/h, respectively. The compact structure of the aerobic granules was maintained after fed with phenol waste gas. This study confirmed the application of aerobic granule technology on VOCs elimination.