Ion m3 . For the duration of the calculation from the ecological scheduling strategy of
Ion m3 . Throughout the calculation with the ecological scheduling plan on the reservoir, the minimum water volume was regarded as the water volume for the sediment transport. In consideration from the flood from July to October and ensuring the sediment of 800 million tons within the future at the downstream on the Yellow River, it requirements to help keep the minimum water volume to get a certain flow capacity with the main channel, below which the reservoir can regulate the flow and sediment completely. four.two.2. Ecological Water Requirement Coupling Result of Each and every Fracture Surface in the Mainstream from the Yellow River In accordance with the believed described above on ecological water requirement coupling, we receive the ecological water requirement coupling result of every fracture surface from the mainstream from the Yellow River as Table 4. For example, in the Shizuishan region (fracture surface), the flow demand for fish from November to March is 150 (m3 -1 ), even though the demanded value for the maintenance in the eco-hydrological Ziritaxestat Purity & Documentation connection among distinct sections is 325 (m3 -1 ) in the very same duration. Moreover, expected flood values are provided with appropriate time and duration according to the fracture surfaces.Table four. Ecological water demand coupled outcomes in the maintenance with the eco-hydrological connection among distinct sections (Shizuishan, Toudaoguai, etc.) on the Yellow River.Fracture Surfaces Category Flow Elements Low flow Pulse flow Low flow Flood Acceptable Low flow Pulse flow Low flow Low flow Pulse flow Low flow Flood Low flow Pulse flow Low flow Low flow Low flow Low flow Low flow Low flow Low flow Low flow Low flow Low flow Low flow Pulse flow Low flow Flood Huayuankou Distribution Time November to March April to June April to October July to October November to March April to June April to October November to March April to June April to October July to October November to March April to June April to June July to October November to March April to October November to March April to October November to March April to October November to March April to October November to March April to June April to October July to October Flow (m3 -1 ) 325 400 325 Flood 1000 1500 330 900 330 125 400 125 Flood 1000 1500 250 800 250 300 130 130 240 240 150 150 300 300 200 1400 200 3500 3500 or one floods in 5 years 5150 and 3550 400 1700 800 Continuous One particular time inside a year at least Continuous Continuous 1 time inside a year a minimum of Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous 1 time in a year at the very least Continuous Far more than six days About 40 days About 9 days About 28 days Far more than six days Continuous One particular time within a year at least Continuous Continuous 1 time inside a year no less than Continuous Frequency Continuous One particular time in a year at the very least Continuous DurationMinimum PF-06454589 manufacturer ShizuishanMore than 6 days About 20 days Additional than 6 daysMinimum ToudaoguaiMore than eight days About 20 days Additional than 8 daysAppropriateMinimum Longmen Suitable Minimum Tongguan AppropriateMinimumAppropriateLow flow Pulse flow Low flowNovember to March April to June April to OctoberInt. J. Environ. Res. Public Health 2021, 18,12 ofTable four. Cont.Fracture Surfaces Category Flow Elements Low flow Pulse flow Low flow Distribution Time November to April April June to October Flow (m3 -1 ) 70 80 400 200 300 3500 or a single floods in 5 years 5150 and 3550 120 290 1800 500 700 Continuous Continuous Continuous Frequency Continuous Continuo.
