试经营方案(最终版)10.22（DOC60页）

XXXX码头试运行经营方案编制：审核：批准：xxxx有限公司2017年8月20日目录一、建设项目施工完成情况··························11.1建设项目简介····································11.2项目施工完成情况··································11.6码头管道走向····································31.7码头管道简述····································31.8码头工艺流程说明··································71.9本项目与其它场所的距离情况表····························141.10危险有害因素情况··································14二、试车目的································15三、码头设计输送能力····························16四、试车组织、试车负责人及人员职责·····················164.1试运营组织准备工作·································164.2指挥部主要职责:···································174.3各部门职责·····································174.4试运营人员安全培训、工艺交底、岗位操作培训情况····················18五、试车必须具备的条件···························185.1工程项目中间交接··································185.2条件准备：·····································195.3联动试车······································195.4人员培训······································195.5生产管理制度····································195.6试车方案······································205.7保运工作······································205.8供电系统······································205.9备品配件······································205.10通讯联络系统····································215.11物料贮存系统····································215.12安全、消防、急救系统································215.13生活后勤服务····································21六、试车所需准备工作及需检查内容的目录···················21七、试车所需外部协作条件及临时设施的方案··················22八、试车物资清单······························228.1水、电、气·····································238.2管道用备品备件···································23九、试车程序及进度表····························239.1试车过程中应关注的重要问题·····························239.2试车程序······································249.3试车条件······································249.4试车要求······································249.5试车前的准备工作··································249.6试运营进度表····································259.7试车的总结与评估··································26十、开车、停车及紧急情况的处理程序与要求··················2610.1注意事项······································2710.2正常开停车·····································2810.3正常停车······································3010.4紧急停车······································31十一、码头试运营过程中可能出现的安全隐患和对策措施·············3211.1异常情况对照表···································33十二、试运营过程中的事故应急救援预案···················3312.1《码头专项应急预案》································3312.2《压力管道专项预案》································3312.3《环保专项应急预案》································33十三、建设项目周边环境与建设项目安全试运营影响确认情况···········3313.1项目周边生产经营活动和居民生活情况·························3313.2试运营过程发生火灾、爆炸事故影响··························3413.3告知义务······································34十四、危险化学品重大危险源监控措施落实情况说明···············3414.1本项目危险化学品重大危险源的辨识··························34十五、试运营起止日期····························36十六、附件·································37F1.0消防设施培训····································37F2.0操作规程现场培训··································37F3.0应急预案培训····································37F4.0管道投用确认单···································37F5.0开工条件确认表···································38F6.0装置开工审批表···································39十七、作业过程风险分析···························4017.1作业风险评价标准··································4217.2风险等级评定····································4217.3作业风险分析表···································43方案会签表序号职务签字栏日期1生产部工程师2车间副主任3车间主任4生产部长5设备部长6安全部长7总工程师8生产副总批准（总经理）：年月日1一、建设项目施工完成情况1.1建设项目简介(1)项目名称：(2)项目性质：新建(3)投资规模：(4)安全投入：0万元(5)项目地址：(6)建设单位：(7)法定代表人：(8项目建设用地：㎡(9）人员编制：16人，其中1人/班（压力管道巡线员）1.2项目施工完成情况1.2.2该项目于201年月底完成施工安装，与201年月份中交。施工中严格按照图纸工艺要求和国家相关规定施工。1.2.3项目涉及的压力管线都经过江苏省特种设备安全监督检验研究院检验合格，压力表经市计量测试技术研究所检测合格，取得检测证书。防雷接地系统委托市防雷安全管理中心检测合格，取得了检测报告；可燃有毒气体均调校完毕；试运营所需的水、电、气能满足试运营的需要；试运营场所已清理干净，满足试运营的需要；安全、环保工程设施已全部竣工，将与码头项目工程同步进行试车。1.2.4该项目已完成了管道的试压、气密、吹扫、仪表调校、动设备试机等工作，苯和苯xx管道还进行了通球试验。设计、监理、施工及建设单位四方已经签署了竣工验收证书，项目施工质量符合设计要求和相关规范要求，已具备试运营的条件。1.3总平面布置1.3.1xx码头扩建码头岸线长度为190m，xx码头与xx公司码头净约距约为321.4m，其中xx公司上游端70m岸将作为其扩建、改造岸线，其相关手续正在进行。由于码头位于东夹江长江入口处，为不影响东夹江内河岸线开发后其船舶进出及充分利用xx码头与xx之间的深水岸线，xx码头190m岸线分两部分，分别位于xx化学码头平台上下游两端，设有22xx码头130m引桥223m引桥25m452.814m10m223m综合用房综合用房xx2万吨级2万吨级2#平台191m60m18m690m拆船厂码头夹江60m1#平台65m44.7m500t个靠船、作业平台，上游端平台长度为60m，下游端平台长度为130m。码头下游与xx公司码头口门宽度为121.4m。在下游2#码头内档布置1个500DWT化学品泊位。上游端60m码头平台宽度与xx码头作业平台一致，为18m；考虑内侧内港池靠泊500t化学品船安全距离及码头装卸作业要求，下游端130m码头平台宽度为25m。码头引桥位于原xx靠船作业平台与新建2#靠船、作业平台交界处。在引桥上游侧布置一个22.1mX15.6m的综合用房平台，与2#靠船平台距离为50m。1.3.2装卸工艺装卸工艺根据总平面布置分别设置1个外档20000DWT泊位和1个内档500DWT泊位，两个码头泊位货种统筹兼顾。码头配备6根主管线，引至外档20000DWT泊位，在内、外档两个泊位间设有4根机动联通管线连接。装卸工艺根据总平面布置整体向上游平移60m设置了一个20000DWT主泊位，可兼靠2个20000DWT泊位。1.4地理位置xx码头扩建码头位于长江下游扬中河段太平洲左汊团结闸下游处，如泰运河河口上游1.1km处，其下游为江苏xx物流有限公司化工码头，上游为泰州xx仓储有限公司码头，后方紧临xx市经济开发区。码头中心区域地理坐标为东经119°54′，北纬32°10′，水路距吴淞口约203km。1.5周边环境xx码头xx码头扩建码头位于xx港区过船作业区，xx港区过船作业区是专业化液体化工港区，主要为xx市经济开发区服务，以化工品运输为主，码头上游紧邻团结河，位于已建成的泰3州xx码头处，与下游xx散货码头距离为191.4m。1.6码头管道走向序号管道名称物料走向1xx卸船预冷管线（DN80）码头引桥根部1#号柱至装卸平台2xx卸船管线（DN250）装卸平台至码头引桥根部1#号柱3xx卸船预冷管线（DN80）装卸平台至码头引桥根部1#号柱4苯（DN300）装卸平台至码头引桥根部1#号柱5苯xx（DN300）装卸平台至码头引桥根部1#号柱6苯（250）码头引桥根部1#号柱至装卸平台7机动管线1#内泊位至计量撬8机动管线2#内泊位至计量撬9机动管线3#计量撬至内泊位10机动管线4#计量撬至内泊位1