一、建设项目概况 1、项目名称与性质项目名称为:庆元县自来水厂扩建工程,属扩建性质。 2、建设单位庆元县自来水厂

一、地理位置 庆元县地处浙江省西南边陲,闽浙两省接合部,是瓯江、闽江和福安江的发源地之一,东、南、西三面分别与福建省寿宁、政和、松溪三县交界,北面与本省龙泉市相邻,东北面与本省景宁县接壤介于东经118°50′~119°30′和北纬27°25′~27°51′之间,东西宽66.公里,南北长47.58公里

一、项目由来 庆元县位于浙江省西南部的浙闽交界,地处东经118°50~119°30′北纬27°25′~27°51′之间。北与本省龙泉市、景宁畲族自治县接壤,东、西、南与福建省寿宁、松溪、政和三县交界。南北长49km,东西宽67km,总面积1898km2,有“九山半水半分田”之称。县城松源镇位于庆元县中部,城区四周均为大山

【庆元水厂环评修改说明】 第一章:p1.“0.65”改为“0.85”、“1.0改为“1.3”、“报告书”改为“报告表

庆元自来水厂现有制水能力为0.85万m3d.本次扩建工程引水5公里,输水 10.75公里,水厂扩建总规模为新增供水能力4万md本扩建工程分两期进 行,其中一期为2万m3/d建设输水工程,一期建成后合现有的制水能力,自来水 厂总制水能力将达2.85万m3d;二期再增加2万m3/d,同时淘汰现有的0.85万 m3/d制水能力,则二期建成后自来水厂总制水能力将达4万m3d 根据庆元县关于加快城市现代化建设的要求,自来水工程项目的建设是城市 发展战略基础设计的重点,也是城市发展的迫切需要

一、“三废”污染防治原则 1、按国务院有关文件和当地环保部门的要求,新建、扩建和改建项目必须执行“三同时”政策,即“三废”治理措施必须与主体工程同时设计、同时施工、同时运行。因此,要求厂方在本次技改过程中落实环保资金和措施,抓紧时间解决此项问题

6-1 Role of chemical Unit Processes In Wastewater Treatment The principal chemical unit processes used for wastewater treatment include(1)chemical coagulation, (2) chemical precipitation, (3)chemical disinfection, (4) chemical oxidation, (5)advanced oxidation processes, (6)ion exchange

Operations used for the treatment of wastewater in which change is brought about by means of or through the application of physical forces are known as physical unit operations. Because physical unit operations were derived originally from observations of the physical world. they were the first treatment methods to be used. Today, physical unit operations, as shown on Fig. 5-1, are a major part of most wastewater

The constituents of concern found in wastewater are removed by physical, chemical, and biological methods. The individual methods usually are classified as physical unit operations, chemical unit processes, and biological unit ds in which the application of physical forces ohysical unit operations include pr T3clarifiers

Determining wastewater flowrates and constituent mass loadings is a fundamental step in initiating the conceptual process design of wastewater treatment facilities. Reliable data for existing and projected flowrates affect the hydraulic characteristics, sizing, and operational considerations of the treatment system components. Constituent mass loading, the product of constituent concentration and flowrate