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Water Quantity Quality Demand of Eutrophication Urban Lake under Different Hydrologic Year

机译:不同水文年份下富营养化城市湖泊的水量与水质需求

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As eutrophication is seriously in Liu Hai lake in Beijing city, ecological water demand including water quantity and quality is needed to alleviate that situations. The ecological water demand of urban lake is calculated by two stages. The demand of water quantity is firstly calculated by assure the water quality satisfying the water use. Then that of water quality was achieved after water quantity data input into the well-mixed mass balance water quality model of lake. The minimum water quantity demand of it is 907.1x10~4 m~3/a and that of optimal water demand is 1615.1x10~4 m~3. The concentration of TN and TP under condition of minimum lake flow is no less than 0.669 mg/L and 0.033 mg/L. The reduce rate of TN and TP pollutant discharge is 37.3% and 76.2% under the P=50% hydrologic year, 26.6% and 73.5% under the P=75% hydrologic year, 16.4% and 68.2% under hydrologic year P=95%. The concentrations of TN and TP under condition of optimal lake flow are no less than 0.887mg/l and 0.044mg/l. The rate of TN and TP discharge are 16.9% and 68.5% under P=50% hydrologic year, 2.6% and 64.9% under P=75% hydrologic year, 0% and 57.8% under P=95% hydrologic year. The calculation results of eco-environmental water demand can provide reasonable rules of water distribution for management departments. The further research of water allocation optimal models integrated water use benefit and water discharge treatment cost was suggested in the paper.
机译:由于北京市柳海湖富营养化严重,因此需要缓解包括水量和水质在内的生态需水量。城市湖泊的生态需水量分两个阶段进行计算。首先通过确保水质满足用水需求来计算水量需求。然后,将水量数据输入到湖泊的充分混合质量平衡水质模型中,即可获得水质。最低需水量为907.1x10〜4 m〜3 / a,最佳需水量为1​​615.1x10〜4 m〜3。在湖水最少的条件下,总氮和总磷的浓度不小于0.669 mg / L和0.033 mg / L。在P = 50%水文年,TN和TP污染物排放减少率分别为37.3%和76.2%,在P = 75%水文年时为26.6%和73.5%,在P = 95%水文年时为16.4%和68.2%。 。最佳湖流量条件下总氮和总磷的浓度分别为0.887mg / l和0.044mg / l。 P = 50%水文年TN,TP排放率分别为16.9%和68.5%,P = 75%水文年TN,TP排放率分别为2.6%和64.9%,P = 95%水文年份为0%和57.8%。生态环境需水量的计算结果可为管理部门提供合理的配水规律。提出了将用水效益和排水处理成本综合起来的配水最优模型的进一步研究。

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