xxx水文监测施工组织方案

总岗山水库水文监测施工组织方案施工组织设计目录一、系统概述·····························································································11.1编制依据·························································································11.2工程概况·························································································21.3系统组成·························································································3二、系统功能介绍·······················································································42.1现场测量部分···················································································42.2远程数据采集终端单元·······································································42.3翻斗式雨量计具备以下基本功能···························································82.4翻斗式雨量计具备以下基本功能···························································92.5自动监测系统··················································································9三、施工技术方案·····················································································123.1雨量计安装····················································································123.2自动监测水位站··············································································143.3法兰的定位方向··············································································143.4调试·····························································································15四、施工进度计划、工期安排·····································································17五、施工组织配备·····················································································185.1投入人员组成·················································································185.2施工组织方案·················································································215.3施工管理·······················································································24六、质量保证承诺·····················································································276.1施工准备工作及质量管理··································································276.2施工质量控制的过程········································································286.3质量保证体系·················································································296.4质量保证措施·················································································336.5工程质量检验和质量控制··································································35七、安全文明施工及保证措施·····································································357.1安全文明施工·················································································357.2安全文明施工管理制度·····································································407.3应对突发事故的处理办法··································································41八、人员培训计划···················································································428.1用户培训目标·················································································428.2培训计划·······················································································43—1—一、系统概述水库安全度汛一直是我国防汛抗洪的难点和重点，中小型水库的安全度汛已成为当前全国防汛工作的一个薄弱环节，大部分水库缺少必要的水雨情测报及水库安全监测等设施，检查手段落后，隐患很大。一旦发生局部暴雨洪水，极易引发溃坝事件，轻则造成财产损失，重则造成重大人员伤亡或毁灭性灾害，在这种情况下，水库水库安全自动监测系统建设，实现水位、雨量、水库的渗压、渗流、应变等实时监测和预警就是非常必要的，可以实时动态的掌握水库运行信息并进行预警，如果水库的监测数据发生异常，水利部门的有关人员可以及时掌握情况并采取措施进行应急处理。所以在此，我们主要分析、提出中小型水库水库安全监测的解决方案。水库安全自动监测系统充分利用现代检测技术、通信技术、网络技术和计算机技术，通过相应传感器感知水库的变形、渗流、应力、水文、气象等数据，现场的远程监测终端单元RTU通过无线或有线的方式采集前端传感器的信号并进行预处理和存储，根据系统数据传输体制要求，RTU自动上报或接收的管理中心的指令后将相关参数报送信息中心，在管理中心对数据进行处理、统计、整编、分析、预警等，提高水库安全监测的实时性、可靠性和精度，及时预报水库承受能力和可能发生的事件。同时可通过先进的视频监控系统实时观测河道、水库及涵闸等运行情况，为领导决策提供了直观的图像信息，系统的建立，可使水利部门的有关人员实时动态的掌握水库运行信息，为水利部门提供尽可能全面、准确的信息。1.1编制依据《土石坝安全监测技术规范》SL60-94；—2—《土石坝安全监测资料整编规范》SL69-96；《水库安全监测自动化技术规范》DL/T5211-2005；《水库安全自动监测系统设备基本技术条件》SL268-2001；《混凝土坝安全监测技术规范》DL/T5178-2003；《混凝土坝安全监测资料整编规程》（DL/T5209-2005）；《国家一、二等水准测量规范》GB12897-91；《国家三、四等水准测量规范》（GB12898-1991）；《中、短程光电测距规范》（GB/T16818-1997）；《国家三角测量规范》（GB/T17942-2000）；《水位观测标准》GBJ138-90；《水利水电工程施工测量规范》SL52－93；《水工建筑物水泥灌浆施工技术规范》DL/T5148-2001；1.2工程概况“总岗山弱电系统工程”施工组织设计是按贵方提供的弱电系统设计图，按现行的国家施工验收规程规范、工程质量评定标准、施工操作规程、政府的有关规定，再结合我公司的施工能力、技术准备力量及多年弱电系统工程的设计施工经验和本工程的具体情况进行编制的。施工组织设计作为直接指导施工的依据，在保证工程质量、工期、安全生产、成本的前提下，对加强施工管理、有效的调配劳动力、提高施工效率、节约工程成本、保证施工现场的安全文明有积极作用。施工组织设计一旦经甲方和建设甲方公司审核认可后，在施工过程中，我公司严格按照本施工组织设计执行。—3—总岗山水库弱电集成系统工程，位于：四川省洪雅县，总建筑面积：32990m²，原有建筑面积：31440m²，新建建筑面积：1550m²，办公区域：750m²，风雨走廊：300m²，机动车位103个。根据甲方要求，本次系统弱电集成系统工程包括以下1个项目：①水情水文监测系统1.3系统组成水库安全综合监控系统主要由四部分组成：1）现场测量部分；2）远程数据采集终端单元；3）供电系统及防雷系统；4）系统管理中心；水库安全监测系统采用分层分布开放式结构，运行方式为分散控制方式，可命令各个现地监测单元按设定时间自动进行巡测、存储数据，并向安全监测中心报送数据。系统监测站的RTU与监控中心之间的网络通信采用GPRS通讯方式。数据采集系统将各个监测站内的监测数据采集上来，进行数据处理，上报至管理中心进行数据的处理、存储、分析，并将原始数据和处理结果存入主数据库和备份数据库中。—4—系统结构图二、系统功能介绍2.1现场测量部分水库安全监测传感器是掌握水库运行状态的重要的前端设备，要求能够在恶劣环境下长期稳定可靠的检测水库微小的物理量变化，包括外部观测的静力水准、正倒锤、激光准直及内部观测的渗压计、沉降计、测斜计、应变计、土压计等，根据实际需要及规范进行选择。2.2远程数据采集终端单元2.1用于监测目的的远程数据采集终端设备（以下简称“采集器”）具备以下基本功能：专门为工业无线远程数据传输应用开发的一款基于移动GPRS网络通信终端、主要针对气象、环保、水利、交通等行业部门的工业应用。—5—超低功耗设计，休眠情况下整机电流10mA。用户可以根据自行选配GPRS模块或CDMA模块，方便集成不同的运营商网络。支持服务器IP地址或动态域名。内外看门狗技术，确保系统不死