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NEW REGULATIONS FOR THE TREATMENT OF COMBINED SEWAGE IN AUSTRIA - BASED ON MINIMUM REQUIREMENTS AND WATER QUALITY CRITERIA

机译:基于最低要求和水质标准的奥地利污水处理新规定。

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摘要

The minimum requirements for receiving water protection from combined sewer overflows laid down in the draft of the new regulations for Austria result in a significant reduction of the discharges of raw wastewater, suspended solids and heavy metals from urban sewer systems. For this reason it is not advisable to design CSOs on the basis of water quality criteria alone. However the minimum requirements for CSO design have to be characterised by a reasonable cost-benefit ratio. It was recommended to initially set low requirements (e.g. minimum efficiencies requiring specific volumes of storage tanks not exceeding 10-15 m~3/ha impervious area) for CSOs located in less sensitive ("normal") waters, and to make provision for potential upgrading. Development of minimum requirements in form of percentage load reduction requirements (instead of construction guidelines) for the entire catchment (instead of single CSO structures) makes planning significantly more flexible. A new version of the guideline of the Austrian professional association will define criteria (which can be calculated or measured with reasonable effort) in order to identify critical cases, in which the minimum requirements might not be sufficient to prevent the aquatic biota from being impaired significantly. However, combined sewer overflows are often located in urbanised rivers and investigations in several small rivers in Austria clearly showed that under these conditions aquatic organisms get impacted by other factors than CSOs. Thus in many cases it might be much more effective to improve the river morphology and to reduce permanent dry weather discharges than to invest in large stormwater tanks in order to abate acute water quality problems.
机译:奥地利新法规草案中规定的从下水道溢流中获得水保护的最低要求导致了城市下水道系统中原废水,悬浮固体和重金属的排放量大大减少。因此,不建议仅根据水质标准设计公民社会组织。但是,CSO设计的最低要求必须以合理的成本效益比为特征。建议最初对敏感度较低(“正常”)水域中的公民社会组织设定较低的要求(例如,最低效率要求特定容积的储罐不超过10-15 m〜3 / ha防渗区),并为潜在升级。为整个集水区(而不是单个CSO结构)制定百分比降低负荷要求(而不是施工准则)形式的最低要求,使规划变得更加灵活。奥地利专业协会指南的新版本将定义标准(可以通过合理的努力进行计算或衡量),以识别关键情况,在这些情况下,最低要求可能不足以防止严重损害水生生物群。然而,下水道溢流通常位于城市化的河流中,奥地利的几条小河流进行的调查清楚地表明,在这些条件下,水生生物受到除民间组织之外的其他因素的影响。因此,在许多情况下,改善河流的形态和减少永久性的干旱天气排放可能比投资大型雨水箱来缓解严重的水质问题更为有效。

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