首页> 外文会议>Water Environment Federation annual technical exhibition and conference;WEFTEC 2003 >WATER QUALITY AND RISK-BASED PROCESS FOR HYDRAULICALLY SIZING SANITARY SEWER SYSTEMS COMPLIES WITH DRAFT SSO RULE’S LONGTERM REMEDIATION EVALUATION PLAN AND WATERSHED APPROACH
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WATER QUALITY AND RISK-BASED PROCESS FOR HYDRAULICALLY SIZING SANITARY SEWER SYSTEMS COMPLIES WITH DRAFT SSO RULE’S LONGTERM REMEDIATION EVALUATION PLAN AND WATERSHED APPROACH

机译:液压排污系统的水质和基于风险的过程,符合SSO规则的长期补救评估计划和流水方法

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Since the early 1990s, municipalities have tried to respond to regulatory expectations that: • Construction programs to increase the size of sanitary sewer systems which result in bigger and bigger sewers and treatment plants can eliminate sanitary sewer overflows (SSOs)• Capacity of a system is a technology requirement of the Clean Water Act; and • Engineering designs to ensure water quality in site-specific water bodies is a treatmentonly decision not related to capacity of sanitary sewers. The draft SSO Rule requires a Capacity, Management, Operations and Maintenance (CMOM) program for each owner and operator of a sanitary sewer system. The wastewater industry understands the role and extent of how MOM can provide for effective capacity in the existing system and prevent SSOs. But the “C” in CMOM stands for capacity and the fundamental issue is: how much capacity is enough? Under the draft SSO Rule SSOs are prohibited. For the U.S. Environmental Protection Agency (EPA) to consider enforcement discretion or affirmative defenses to an SSO discharge, the cause of the SSO must be attributed to an exceptional circumstance. This protectionist extreme sounds good from a regulatory perspective, but it does not match the real world risk-based decisions that both EPA and the business world believe that public utilities should adopt. Capacity decisions should be site-specific in nature and based on water quality concerns in the specific water body where and when an overflow may occur. The view that there should never be an overflow from a sanitary sewer is not only physically infeasible (because pipes do leak and there will be a time that groundwater or rainfall will result in an overflow), but the SSO prohibition is also not necessary for every water body across the country in order to protect beneficial uses. Municipalities should carefully consider the risks of using a capacity standard not related to water quality standards. The model of basing the capacity determinations of the collection and the treatment system on site-specific water quality parameters is consistent with the existing national water quality program. It is recognized that this will require extensive data, analysis and negotiations with the regulators.
机译:自1990年代初以来,市政当局一直试图响应监管要求:•扩大下水道系统规模的建筑计划,导致下水道和污水处理厂越来越大,可以消除下水道溢水(SSO)•系统的能力是《清洁水法》的技术要求; •确保特定地点水体中水质的工程设计仅是一项处理决定,与下水道的容量无关。 SSO规则草案要求卫生排污系统的每个所有者和操作者执行能力,管理,运营和维护(CMOM)计划。废水行业了解MOM如何在现有系统中提供有效容量并防止SSO的作用和程度。但是CMOM中的“ C”代表容量,根本的问题是:多少容量足够?根据SSO规则草案,禁止SSO。为了使美国环境保护署(EPA)考虑对SSO排放采取强制执行裁量权或肯定性抗辩,SSO的原因必须归因于特殊情况。从监管的角度来看,这种极端的贸易保护主义听起来不错,但与EPA和商业界都认为公用事业应采用的基于现实风险的决策不符。容量决策应本质上是针对特定地点的,并应基于特定水域中何时何处可能发生溢水的水质问题。认为从卫生下水道永远不会溢出的观点不仅在物理上是不可行的(因为管道确实漏水,而且一段时间内地下水或降雨会导致溢出),但也并非每个国家都禁止SSO遍布全国的水体,以保护有益用途。市政当局应仔细考虑使用与水质标准无关的容量标准的风险。根据特定地点的水质参数确定收集量和处理系统容量的模型与现有的国家水质计划相一致。众所周知,这将需要大量数据,与监管机构进行分析和谈判。

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