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本文研究的大亚湾马鞭洲到东联码头的海底原料输送管道建设工程和海底 废水排放管道建设工程的路由勘察项目,是在收集勘察区域附近的自然环境条件 和工程地质条件历史资料的基础上,并且对路由区进行详细的环境地质调查通 过使用单波束!旁扫声纳!浅地层剖面等仪器设备进行勘察,并对勘察成果资料 进行解析判读,初步查明路由区水深!海底地形!地貌特征及浅地层岩性!地质 构造!不良地质现象等问题;初步查明各种地质现象的具体位置!规模!性质! 产状,并评价它们对路由管道铺设稳定性的影响程度,为工程建设以及日后的海 底管道铺设!维护提供切实可靠的数据和资料 主要从以下几个方面对大亚湾海底管道铺设的可行性进行了全面的!多学科 的研究与评价,并得出以下结论: 一!从工程海域的风!浪!潮!流等水文气象资料得知,大亚湾内水动力条 件良好,暴雨!台风天气对管道施工造成的不便,对埋设的海底管道的安全影响 不大 二!路由区多处在水下浅滩上,海底地形较平坦,由西北向东南缓慢倾斜; 原料输送管道路由附近的一系列沿南北向分布岛屿!礁石,距离中心路由最近 170m,海底有大量的冲刷槽!刮痕和沙斑,管道铺设时应加以注意 三!路由区的表层沉积物为流塑肥粘土!硬可塑肥粘土!流塑肥粘土含砂! 流塑砂质瘦粘土!软一软可塑瘦粘土,松散的粘土质砂!松散弹性粉砂,含贝壳 和贝壳碎片这些沉积物对海底管道没有影响 四!路由区水深较浅,建议管道铺设要有一定的埋深,特别在近岸段要适当 深埋,以保护其安全运行 关键词:大亚湾;管道;勘察;环境地质大亚湾海底管道铺设可行性研究 DayaBayseabedPIPelineefasibiliytstudy Abstract Thest.UdyofhteDayaBayMbaiaZnhouIslnadtoDonglinaPortsubm面ne PIPelineeonsntjetionmaterialsnadsebadewastewaterPIPelineeonsurtetionoruting s uvreyPorject15inhtecolleetionofsuvreyeonditionsnadthenautralneviormnentof hteergionsurroundinggeologiealeonditionsonhtebasisofhistoriealinofmration, nadtoeonductddaildeenviormnnetalRoadorfmDisrtietgeologiealsuvre.yThrouhg hteuseofbhatnytertienadtopogrpahiemeasurement,sidesenason,arnadohter qeuiPmnet naalZying ofrsub一ottomPorfileinvestigation,nadinsPeetioninofmrationofr reuslts ProsPeethtewater inteprretation.hteaimoftheinvestigation15toPreliminarily d叩ht,htesebadetoPograPhieefautresnadthePetorgrpahyofhte sub一bottomProfile,htegeologiealsurtcutre,htedisadvnatagocusgeological Phenomnea,nad50on,toPerliminarilyexPloerthedetailedPositions,seales,efautres, oeeurreneesofthevariousgoclogiealPhneomnea,nadtoassesstheirinflueneetoward thestbailityofhtela扒ngofhtePIPelinealongtheorute.w七believethatallthese wokrsenaProvideerlibaledatanadinofmrationofrhtenegineeringeonsUrtetionnad htesubmarinePIPelniel州ngnadmaintennaeeintheeera. 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Keywords:DayaBay;PIPelines;InsPeetions;Enviornmentalgeology大亚湾海底管道铺设可行性研究 目录 0引言...........................................1 1工程概况!必要性和工程效益分析..................2 2路由区的自然环境条件...................... 2.1气候...........................................4 1气温....................................................4 2降水....................................................4 3风......................................................5 4雷暴....................................................6 5雾与能见度..............................................6 6热带气旋................................................6 1.11.1d1.,.11.1,.几Q-Q- 9目q乙 Q-O乙 2.2水动力状况.....................................8 2.2.1潮波性质................................................8 2.2.2台风增水................................................9 2.2.3波浪....................................................9 2.2.4水温与盐度....,..................................10 2.2.5海水悬沙...............................................11 44t匕;J内bJ.l111.1,.IJ.l3路由区的工程地质条件........... 3.1地层........................... 3.2岩浆岩......................... 3.2.1侵入岩.............................. 3.2.2火山岩.............................. ......... ......... ......... 3.3地质构造......................................16 3.4地形地貌......................................19 3.5沉积及浅地层特征..............................20 3.6主要的工程限制性地质条件......................22 3.6.1地壳运动与活动断裂.....................................22 3.6.2地震活动...............................................22 李大亚湾海底管道铺设可行性研究 3.6.3软土地基...............................................22 3.6.4冲淤积状况..................,....................22 3.6.5起伏基岩...............................................22 3.7沉积化学特征..................................22 3.8工程地质条件评价..............................23 4海洋规划与海上活动.............................24 4.1路由区海洋功能区划和开发规划...................24 4.1.1路由区海洋功能区划.....................................24 4.1.2路由对海洋功能区划的影响...............................26 4.2路由区海洋开发规划............................26 4.3渔业生产......................................27 4.3.1渔业捕捞状况...........................................27 4.3.2海水增养殖状况.........................................27 4.3.3管道建设对渔业生产的影响...............................29 5路由区环境地质调查概况.........................30 `日qnUQdOd :::::: 5.1调查项目..........# 5.2调查范围....... 5.3测线布设及工作量..............................30 5.3.1主测线.......................................#...30 5.3.2检查测线...............................................31 5.4调查设备......................................34 6环境地质调查测量方法...........................37 6.1测量坐标系!高程基准面........................ 6.1.1坐标系............................... 6.1.2高程基准面............................................. 6.2现有水准点和平面控制点........................ 37 37 6.3本次测设的水准点和平面控制点..................38大亚湾海底管道铺设可行性研究 6.4测量方法......................................38 6.4.1定位..............................,..............38 6.4.2水尺设立及水位改正.....................................39 7环境地质调查数据采集和处理.....................41 7.1水深测量......................................41 7.2侧扫声纳......................................41 7.3浅地层剖面....................................41 7.4校准和质量控制................................42 7.4.1定位...................................................42 7.4.2声纳拖鱼位置...........................................42 7.4.3浅剖...................,.........................42 7.4.4水深测量...............................................42 7.5后处理.............,....................43 7.5.1测深...................................................43 7.5.2成图...................................................43 8路由区环境地质调查成果.........................44 8.1排污管道环境地质调查成果......................44 8.1.1区段1的地质地貌成果(KOP一KP12)......................44 8.1.2区段2的地质地貌成果(KP12一KP20+l73).................48 8.2原料输送管道环境地质调查成果..................51 8.2.1区段1的地质地貌成果(KOP一KPZ+938)...................51 8.2.2区段2的地质地貌成果(KPZ+938一KP7+823)...............53 8.2.3区段3的地质地貌成果(KP7十823一KPg+498)...............53 8.3路由区环境地质评价............................56 8.3.1排污管道区的环境地质...................................56 8.3.