Liu Wen-Cheng, Liu Shin-Yi, Hsu Ming-Hsi, Kuo Albert Y
Department of Civil and Disaster Prevention Engineering, National United University, Miao-Li 360, Taiwan, ROC.
J Environ Manage. 2005 Sep;76(4):293-308. doi: 10.1016/j.jenvman.2005.02.005.
The Hsintien Stream is one of the major branches of the Danshuei River system, which runs through the metropolitan capital city of Taipei, Taiwan and receives a large amount of wastewater. The dissolved oxygen concentration is generally low in the tidal portion of the Hsintien Stream. Hypoxia/anoxia occurs often, particularly during the low-flow period when the Feitsui Reservoir, Chingtan Dam and Chihtan Dam impound the freshwater for municipal water supply. Fish kills happen from time to time. This paper describes the application of a numerical hydrodynamic and water quality model to the Danshuei River system, with special attention to the tidal portion of the Hsintien Stream. The model is recalibrated with the prototype conditions of the year 2000. The hydrodynamic portion of the model is recalibrated with measured surface elevation and velocity at various stations in the river system. The water quality portion of the model is recalibrated with respect to the field data provided by Taiwan EPA. The input data of point and nonpoint sources are also estimated. The model simulates the concentrations of various forms of nutrients, CBOD and dissolved oxygen. A series of sensitivity runs was conducted to investigate the effects of point source loadings and river flow on the DO level in the river. It is demonstrated that the augmentation of river flow has as much effect on raising DO level as the reduction of point source loadings. The completion of the Taipei sewer project is expected to reduce the point source loadings by at least 75%. Under these reduced loadings, if the daily instream flow is maintained above the monthly Q75 flow throughout the year, the minimum DO concentration in the river would not fall below 1mg/L, which is the suffocation level for most fish species in the Hsintien Stream. (Q75 is the flow which is equaled or exceeded 75% of the days in the month.) The Feitsui Reservoir, Chingtan Dam and Chihtan Dam may impound water during the high flow periods and release freshwater to maintain the flow at the Q75 value in the Hsintien Stream during the drought periods.
新店溪是淡水河水系的主要支流之一,流经台湾台北市这一首府大都市,并接纳大量废水。新店溪受潮汐影响的河段溶解氧浓度普遍较低。缺氧/无氧情况时常发生,尤其是在低流量时期,此时翡翠水库、景潭坝和七潭坝会拦蓄淡水以供城市供水。鱼类死亡事件时有发生。本文描述了一个数值水动力和水质模型在淡水河水系中的应用,特别关注新店溪受潮汐影响的河段。该模型根据2000年的原型条件进行了重新校准。模型的水动力部分根据河流水系各站点实测的水面高程和流速进行了重新校准。模型的水质部分根据台湾环保署提供的现场数据进行了重新校准。点源和非点源的输入数据也进行了估算。该模型模拟了各种形态营养物质、化学需氧量(CBOD)和溶解氧的浓度。进行了一系列敏感性试验,以研究点源负荷和河流量对河流中溶解氧水平的影响。结果表明,增加河流量对提高溶解氧水平的作用与减少点源负荷的作用相当。台北下水道工程的完成预计将使点源负荷至少减少75%。在这些减少的负荷条件下,如果全年河流中的日入流量保持在月Q75流量之上,河流中的最低溶解氧浓度将不会低于1mg/L,这是新店溪中大多数鱼类物种的窒息水平。(Q75是指一个月中75%的天数所达到或超过的流量。)翡翠水库、景潭坝和七潭坝可以在高流量时期蓄水,并在干旱时期释放淡水,以维持新店溪的流量在Q75值。